infrastructure servicing study paris grand subdivision ... · october 2012 r.j. burnside &...

Prepared By:

R.J. Burnside & Associates Limited 6990 Creditview Road, Unit 2 Mississauga ON L5N 8R9

Prepared for:

GolfNorth Properties Ltd

October 2012

File No: PGD020165 The material in this report reflects best judgement in light of the information available at the time of preparation. Any use which a third party makes of this report, or any reliance on or decisions made based on it, are the responsibilities of such third parties. R.J. Burnside & Associates Limited accepts no responsibility for damages, if any, suffered by any third party as a result of decisions made or actions based on this report.

Infrastructure Servicing Study Paris Grand Subdivision County of Brant (Paris), Ontario

GolfNorth Properties Ltd. i Infrastructure Servicing Study Paris Grand Subdivision October 2012

R.J. Burnside & Associates Limited PGD02165 020165 Infrastructure Study

Record of Revisions

Revision Date Description 0 October 4, 2012 Draft to Project Team

GolfNorth Properties Ltd. ii Infrastructure Servicing Study Paris Grand Subdivision October 2012


Table of Contents

Record of Revisions

Record of Revisions ........................................................................................................ i

Table of Contents ............................................................................................................ ii

1.0 Introduction ......................................................................................................... 1

2.0 Site Description ................................................................................................... 2

3.0 Background Information ..................................................................................... 4 3.1 Additional Studies and Documentation.................................................................. 4 3.2 Development Concept ........................................................................................... 4 3.3 Existing Site Conditions ......................................................................................... 6 3.3.1 Topography ........................................................................................................... 6 3.3.2 Soil Conditions ...................................................................................................... 6 3.3.3 Groundwater Conditions ........................................................................................ 6

4.0 County of Brant Servicing Master Plan ............................................................. 8

5.0 Grading and Storm Drainage.............................................................................. 9 5.1 Site Grading .......................................................................................................... 9 5.2 Existing Storm Drainage ........................................................................................ 9 5.3 Proposed Storm Drainage ................................................................................... 10 5.3.1 Minor System Storm Conveyance ....................................................................... 10 5.3.2 Major System Storm Conveyance ....................................................................... 10

6.0 Stormwater Management .................................................................................. 11 6.1 Environmental Constraints .................................................................................. 11 6.1.1 Environmental and Natural Heritage Features .................................................... 11 6.1.2 Gilbert Creek Flood Lines .................................................................................... 11 6.2 Stormwater Facility Design .................................................................................. 12 6.2.1 Design Approach ................................................................................................. 12 6.2.2 Erosion Control Storage ...................................................................................... 12 6.2.3 Quantity Control Criteria ...................................................................................... 13 6.2.4 Existing Paris Links Road Stormwater Management Pond ................................. 16 6.2.5 Quality Control ..................................................................................................... 17 6.3 Site Infiltration and Water Balance ...................................................................... 18 6.4 Erosion and Sediment Control ............................................................................ 18

7.0 Wastewater Servicing ....................................................................................... 20 7.1 Wastewater Design Criteria ................................................................................. 20 7.2 Design Flows ....................................................................................................... 20 7.3 New Sanitary Pumping Station ............................................................................ 20

GolfNorth Properties Ltd. iii Infrastructure Servicing Study Paris Grand Subdivision October 2012


7.3.1 Existing Paris Links Road SPS ........................................................................... 20 7.3.2 Proposed GolfNorth Pumping Station ................................................................. 21 7.4 External Sanitary Sewer System Constraints ...................................................... 22 7.4.1 Paris Wastewater Treatment Plant (WWTP) ....................................................... 22 7.4.2 Downstream Sewers ........................................................................................... 22 7.5 Conclusions – Area Study Wastewater Servicing ............................................... 24

8.0 Water Supply and Distribution ......................................................................... 25 8.1 Design Criteria ..................................................................................................... 25 8.2 Design Flows ....................................................................................................... 25 8.3 Existing Supply Conditions and System Upgrades ............................................. 25 8.4 Existing GolfNorth Supply Wells .......................................................................... 26 8.5 Recommendations – Area Stud Waster Servicing .............................................. 26

9.0 Traffic Study and Roads ................................................................................... 27 9.1 Traffic Report ....................................................................................................... 27 9.2 Right-of-Way Widths ........................................................................................... 27 9.3 Paris Links Road Improvements ......................................................................... 27

10.0 Conclusions ....................................................................................................... 28 Tables Table 1 Preliminary Unit Counts and Populations .................................................. 4 Table 2 25 mm Event (Erosion Storage) Requirements ....................................... 12 Table 3 Storage Volume Alternatives for Pond 1 (100 Year Scenario) ................ 14 Table 4 Pond 1 Modelling Outputs ....................................................................... 14 Table 5 Pond Modelling Outputs .......................................................................... 15 Table 6 Pond 3 Modelling Outputs ....................................................................... 16 Table 7 Quality Control Volume Summary ........................................................... 17 Table 8 Sanitary Design Flows ............................................................................. 20 Table 9 Downstream Sewers ‘Over Capacity’ with Area Study Flows

Added ...................................................................................................... 23 Table 10 Preliminary Estimate of Water Demand ................................................... 25

GolfNorth Properties Ltd. iv Infrastructure Servicing Study Paris Grand Subdivision October 2012


Figures Figure 1 Site Location Plan ...................................................................................... 3 Figure 2 Development Concept Plan ....................................................................... 5 Figure 3 Existing Site Conditions ........................................................... Back Pocket Figure 4 Preliminary Grading Plan ......................................................... Back Pocket Figure 4a Preliminary Plan/Profile - Paris Links Road ............................. Back Pocket Figure 5 Pre-Development Storm Drainage Plan .................................. Back Pocket Figure 6 Post- Development Storm Drainage Plan ................................ Back Pocket Figure 7 Preliminary Stormwater Management Details ......................... Back Pocket Figure 8 Preliminary Storm Servicing Plan ............................................ Back Pocket Figure 9 Preliminary Sanitary Servicing Plan ......................................... Back Pocket Figure 10 Preliminary Water Servicing Plan ............................................ Back Pocket Appendices A Geotechnical Report B Preliminary Storm Sewer Design Calculations C Stormwater Management Calculations and Modelling D Preliminary Sanitary Sewer Design Calculations E Downstream Sanitary Sewers - Summary Table and Constraint Map F Sanitary Pumping Station Rationale and Preliminary Design Brief G Preliminary Water Demand Calculations

GolfNorth Properties Ltd. 1 Infrastructure Servicing Study Paris Grand Subdivision October 2012


1.0 Introduction

R.J. Burnside & Associates Limited (Burnside) has been retained by GolfNorth Properties Ltd. to complete an Infrastructure Servicing Study for the Paris Grand Subdivision development. The Study will support the planning level approvals that are required prior to the development of the property by demonstrating how the subject lands can be serviced in accordance with applicable regulatory requirements and criteria. Section 2.2.4.3 of the Brant Official Plan identifies supporting studies required for applications for amendment to the Brant Official Plan, in order to implement a new Secondary Plan. The Infrastructure Study therefore represents one of several component studies required in accordance with of the Area Study Planning Process identified by the County. The Infrastructure Servicing Study is intended to be a ‘high level’ study developed to confirm: that the planning area can be serviced through the logical extension of existing and

planned infrastructure, and a conceptual plan is developed to demonstrate the same; and

that there are no significant downstream or offsite constraints which may preclude development, or where such impediments exist, a strategy is developed to address the issue.

The Study will evaluate and describe potential alternative sanitary, water and stormwater servicing strategies and systems for the subject lands and recommend the most efficient and cost effective servicing options.



2.0 Site Description

The subject lands are located within the existing urban boundary at the east limit of the former town of Paris, Ontario (now the County of Brant). The property is irregularly rectangular in shape and is the site of an operating 18-hole golf course (the Paris Grand Country Club). The subject lands are bordered to the south by the Grand River, to the north by a former C.N. railway right of way and to the west by the built-up area of Paris. The total property holding occupies approximately 59.6 hectares. Figure 1 on the following page is a location plan showing the property in the context of the surrounding area of Paris.



Figure 1 Site Location Plan



3.0 Background Information

3.1 Additional Studies and Documentation

The current report has been prepared in accordance with the information and recommendations provided in the following documents: Stormwater Management Planning and Design Manual, Ministry of Environment

(MOE), March 2003; County of Brant Development and Engineering Standards, May 2010; Stormwater Management Planning and Design Manual, Ministry of Environment

(MOE), March 2003; Gilbert Creek Subwatershed Study, Planning and Engineering Initiatives Ltd,

November 2009; Design Brief - Paris Links Road SWM Facility, Totten Sims Hubicki, August 2007; Opportunities and Constraints Report, Natural Resources Solutions Inc., March

2012; Hydrogeological Study Report, LVM, December 2011; Analysis of Proposed Access Locations, Paradigm Transportation Solutions Limited,

June 2012; County of Brant Sanitary Sewer Design Sheets, 2012 and Gilbert Creek Subwatershed Study, Planning and Engineering Initiatives Ltd, in

November 2009.

3.2 Development Concept

The development proposal includes a mix of low and medium density residential units. Figure 2 - Land Use Concept Plan on the following page is based on the current development concept plan provided by the GSP Group and indicates the areas for proposed residential lots, park dedications, Stormwater Management Blocks and Open Space dedications and buffer zones associated with environmental features on the property. The Concept Plan provides for an estimated total of between 610 and 700 residential units. A breakdown with projected populations is provided as Table 1 below: Table 1 Preliminary Unit Counts and Populations Type # of Units People Per Household Population Single & Semi-Detached 380 2.89 1,098 Medium Density 230-320 1.94 446-621 TOTAL 610-700 - 1,544.4-1,719



Figure 2 Development Concept Plan



3.3 Existing Site Conditions

3.3.1 Topography

Figure 3 - Existing Site Conditions (included at the back of this document) shows information from topographical survey and existing drainage patterns. There is significant relief across the site, with several drainage divides and localized area areas where drainage collects from multiple directions before outletting at point of lowest relief. The area north of Paris Links Road and west of Gilbert Creek drains in an overall north easterly direction toward the creek. There is a limited area south of the roadway at the west property limit that drains to the same outlet area. The westerly portion of the areas to the east of Gilbert Creek drains toward the creek. The easterly portion drains to a centrally located area of low topography (i.e. no defined outlet) and toward the east and south property limits. 3.3.2 Soil Conditions

LVM Inc. has provided data from twenty boreholes advanced on the site during July and August of 2011. The boreholes were drilled to depths ranging from 1.5 to 13.5 metres and the data was used to characterize the in-situ subsoils and groundwater conditions. The information provided by LVM indicates some variance in soil stratigraphy. However, in general, topsoil is underlain directly by fine to coarse granular deposits (sands and gravels) with underlying silt or clay tills at depth. The thickness of the granular layer varies considerably in depth. In the northwest area of the property thin layers of silt and peat were found above the granular layer. 3.3.3 Groundwater Conditions

Groundwater levels were recorder at the twenty borehole locations and at an additional ten 10 piezometers installed at the creek and in the wetland areas. An initial set of readings was taken by LVM in August 2011. Observed groundwater levels at the boreholes ranged from 3 to 11.5 meters. Noted exceptions were at Boreholes 3 and 16 with groundwater in proximity to the surface elevations (Borehole 3 is located at the watercourse and Borehole 16 within the wetland feature at the southwestern portion of the property, both at locations outside the area proposed for development). Shallow groundwater depths of 1 to 1.3 meters were also observed at Boreholes 9 and 10, within the low area in the northwest portion of the development area.



Full season groundwater monitoring is currently underway and will to be used to augment the initial data set.



4.0 County of Brant Servicing Master Plan

The County of Brant has undertaken a Servicing Master Plan to address wastewater collection and water distribution, stormwater management and traffic for the Paris community. The Master Plan will present preferred strategies to service lands within the urban boundary through 2031. At the time of this Study, the status and finding of the Master Servicing Study have not been made available to the Project Team by the County. It can be expected that as the initial material becomes available, GolfNorth will be given a full stakeholder opportunity, as the final findings and recommendations of the Study have the potential to significantly factor into the servicing approach for the GolfNorth lands, particularly with regard to the sanitary and water servicing for the property.



5.0 Grading and Storm Drainage

5.1 Site Grading

The conceptual site grading design provided in this report takes into consideration the following requirements and constraints: Conformance to the County’s grading and drainage criteria; Matching of existing boundary grades at the development limits; Optimization of required earthworks; Provision for adequate cover on proposed services; and, Provision for overland flow conveyance on the roadways to the proposed stormwater

facilities (i.e. major system storm drainage and emergency overland flow). The grading has been designed to generally follow the existing topography with the intent of matching pre- and post-development drainage patterns to the extent possible and minimizing the amount of earthworks required during development. The proposed road grades indicated on Figure 4 - Conceptual Grading Plan (included at the back of this Study) fall within the range of 0.5% to 6.5% and therefore meet the County’s road grade criteria. The road grades allow for overland flow conveyance on the future right of-ways in order to direct major system storm drainage to the future stormwater facility locations.

5.2 Existing Storm Drainage

Figure 5 (Pre-Development Storm Drainage Plan, included at the back of this report) provides an overview of the existing drainage patterns and catchment boundaries over the site. For the Study Area west of Gilbert Creek, approximately 7.9 ha of area on the western portion of the property currently drains in a north-easterly direction, toward Gilbert Creek. A 6.3 ha area south of Paris Links Road drains toward the wetland feature in the southwest portion of the property. Adjacent areas to the east drain either southerly toward the Grand River, or easterly toward Gilbert Creek, as delineated on the Figure. For the Study Area west of Gilbert Creek, approximately 12.4 ha of area drains directly to Gilbert Creek or toward an internal watercourse feature which outlets at the creek. The balance of the property (easterly 8.9 ha) drains to a self-contained low area near the northeast property limit or sheet drains toward the east and south property limits.



The site topography is such that the subject property does not convey any significant drainage from external lands. Minor areas associated with the railway embankment along the north property limit have been delineated on the Figure.

5.3 Proposed Storm Drainage

5.3.1 Minor System Storm Conveyance

The minor storm system is a series of storm sewers sized to convey the 5-year return period storm. Preliminary storm design sheets have been completed for the proposed development and are included in Appendix A. Figure 8 (Preliminary Storm Servicing Plan) provides an overview of the storm sewer routing within the development area. Minor system flows for post development conditions will be directed toward a total three (3) stormwater management facilities for attenuation and treatment, prior to outletting to the existing receivers described in Section 5.2 above. Additional details for the stormwater facilities are provided in Section 6 of this report. 5.3.2 Major System Storm Conveyance

The major system uses a combination of proposed right-of-ways and overland flow blocks to convey major system drainage (i.e. overland flow from major storm events up to and including the 100-year storm event) into the stormwater facilities. Overland flow conveyance directions are shown on the Post-Development Storm Drainage Plan included as Figure 6 at the back of this report.



6.0 Stormwater Management

Stormwater management practices are planning and technical measures which will be implemented to manage the quality and quantity of urban runoff. The Ministry of the Environment has developed guidelines for the quality control of stormwater runoff from proposed developments (Stormwater Management Planning and Design Manual, Ministry of Environment, MOE, March 2003).

6.1 Environmental Constraints

6.1.1 Environmental and Natural Heritage Features

The NRIS Opportunities and Constraints Report recommends buffers to protect the identified natural features within or adjacent to the property. The constraints and buffers have been identified and incorporated on the current development concept. The features and their associated setbacks include: A 10 m buffer from the dripline at woodlands; 30 m buffer from the Gilbert Creek and tributaries; 30 m setbacks from wetlands, including the Gilbert Creek wetland complex; and 30 m setback from the Grand River. Grading or other construction activity, including construction of proposed stormwater facilities should not occur within these buffers. The NRIS Report recommends that an appropriate stormwater management and erosion control plans be developed in conjunction with the Area Study. 6.1.2 Gilbert Creek Flood Lines

The Gilbert Creek Subwatershed Study included hydrologic modelling for the watercourse. The elevations provided on Map 5 of the SWS have been use to plot a 100-year floodline using topographical contours from the recent site survey; the resulting plotted floodline is included on the drainage figures provided with this Study. In all cases, the established development limits are outside the area defined by the flood line. The functionality of the stormwater facilities will not impacted by the flooding elevations, as all outlets are above the 100-year flood elevations.



6.2 Stormwater Facility Design

The design concepts presented in the following sections address the recommendations provided in the Gilbert Creek SWS and incorporate design criteria per the current MOE Stormwater Planning and Design Manual. 6.2.1 Design Approach

The conceptual SWM management facility designs reflect the MOE criteria for conventional ‘wet pond’ design, as follows: 5:1 side slopes in pond, 3:1 side slope above top of pond; Retention of the 25 mm event for a minimum of 24 hours (Erosion Control); Forebay with berm containment to trap larger particulates and improve removal

performance; Adequate flow path (length to width) ratios; Maintenance access to sediment forebay and outlet structure areas; Volumetric storage to accommodate quantity control requirements; Pond bottom elevations established considering groundwater table elevations; and 0.30 m freeboard, with emergency overflow weir at 100-year storage level. Conceptual designs for the three facilities are provides on Figure 7 - Preliminary Stormwater Management Details, provided at the back of this report. Appendix C includes preliminary design calculations and SWMHYMO output used to establish release rates and storage requirements for the three facilities. 6.2.2 Erosion Control Storage

Calculations to determine storage volumes required for 24 hour detention of the 25mm design are provided in Appendix C. Table 2 below provides a summary of the volumes and maximum release rates: Table 2 25 mm Event (Erosion Storage) Requirements

SWM Facility 25 mm Storage Volume

(m3) 25 mm Release Rate

(L/s) Pond 1 (‘East Pond’) 3059 53 Pond 2 (‘Southwest Pond’) 1115 19 Pond 3 (‘Northwest Pond’) 1600 28



These volumes can be accommodated based on the preliminary stormwater facility layouts provided on Figure 7. Calculations and details for control outlet orifice sizing will be confirmed at detailed design; however it can be anticipated that extended detention storage volumes would typically be controlled with a reverse slope outlet structure and orifice control located in a control structure in the pond embankment. 6.2.3 Quantity Control Criteria

Section C2.7 of the Gilbert Creek Subwatershed Study (SWS) provides the following recommended quantity control criteria for new development: Water quantity controls to control post-development flows to pre-development levels

for the 2 year through 100 year design storm events; Extended detention storage to attenuate increased 100 year runoff volumes; Additional extended detention storage for areas diverted into the watershed; Maximize infiltration rates at source to maintain groundwater recharge and base flow

to Gilbert Creek; Maintain function of wetlands as these provide for additional runoff attenuation; and Minimize external areas diverted into the watershed.

6.2.3.1 Pond 1 (East Pond) – Quantity Control Design

Based on the concept grading, the post-development drainage area to Pond 1 has been established at 21.47ha, with a further breakdown by area coverage as follows: 16.81 ha Low density residential; 1.70 ha Medium density residential; 1.25 ha external area (undeveloped); and 1.71 ha pond block. SWMHYMO was used to establish the allowable release rates within the development and the amount of storage that is required to meet these release rates. Pond 1 has been designed to include an area east of the currently property limits that currently does not drain to the Gilbert Creek and as a result, two different modelling alternatives were investigated.



Scenario 1 involved SWMHYMO modelling of post-development flows accounted for in pre-development (i.e. the areas accounted for in the Gilbert Creek SWS Modelling). For the external area identified in the Gilbert Creek Subwatershed Study, a formula was provided in the SWS to estimate additional storage volumes required when “external” areas are added to Gilbert Creek. The following calculation was completed: V = 8.333 x I + 307.333 I = % impervious = 0.57 for the area East of Gilbert Creek V = 312 m³/ha V in m³ = 312 m³/ha x 9.525 ha V = 2972 m³ Scenario 2 involved using SWMHYMO modelling that includes the additional area, with allowable release rates to Gilbert Creek remaining equivalent to those in Scenario 1. Table 3 below summarizes results from the two modelling alternatives: Table 3 Storage Volume Alternatives for Pond 1 (100 Year Scenario)

Alternative SWMHYMO

Required Pond 1 Volume (m³)

Additional Volume Calculated by SWS Storage Formula*

Total Volume Required (m³)

Pre to Post with Added Storage

4100 2972 7072

Pre to Post with Full Development Area

8900 Not Applicable 8900

The alternative of designing based on pre to post using the entire development area was chosen as it requires the larger storage volume and is therefore more conservative. Each design storm event is controlled post to pre based on the modelling method chosen as presented in Table 4 below: Table 4 Pond 1 Modelling Outputs

Event Pre-Development Flow (m3/s)

Post-Develoment Flow (m3/s)

Active Storage Volume Required (m³)

2 0.156 0.154 3725 5 0.283 0.282 5170

10 0.362 0.360 6000 25 0.492 0.491 7200

100 0.697 0.695 8900



Preliminary grading of Pond 1 shows an available active storage volume of 10,067 m³.

The Gilbert Creek 100-year floodline elevation in the vicinity of the outlet of the pond is 236.45 m. The proposed normal water elevation in the pond is 237.30 m and therefore the projected flood levels at Gilbert Creek will impact the pond function.

6.2.3.2 Pond 2 (Southwest Pond) – Quantity Control Design

Based on the concept grading, the post-development drainage area to Pond 2 has been established at 6.37ha, with additional breakdown by area coverage as follows: 1.96 ha Low density residential; 3.34 ha Medium density residential; 0.69 ha pond block; and 0.38 ha external area (developed). Pond 2 is located south of Paris Links Road and will require control of post development flows to pre development levels for each design storm. SWMHYMO was used to establish the allowable release rates within the development and the amount of storage that is required to meet these release rates. Each event is controlled post to pre based on the modelling method chosen as presented in Table 5 below: Table 5 Pond Modelling Outputs

Event Pre-Development

Flow (m3/s) Post-Development

Flow (m3/s) Active Storage

Volume Required (m³)2 0.079 0.076 1250 5 0.143 0.141 1575

10 0.183 0.181 1775 25 0.248 0.247 2075

100 0.351 0.349 2500 Preliminary grading of Pond 2 shows an available active storage volume of 3315 m³. Pond 2 is sufficiently set back from both the Grand River and Gilbert Creek such that floodlines are not a concern.



6.2.3.3 Pond 3 (Northwest Pond) – Quantity Control Design

Based on the concept grading, the post-development drainage area to Pond 2 has been established at 11.23ha, with additional breakdown by area coverage as follows: 8.05 ha Low density residential; 1.41 ha Medium density residential; 0.44 ha external area (developed); 0.48 ha external area (undeveloped); and 0.85 ha pond block. Pond 3 is located west of Gilbert Creek and will require control of post development flows to pre development levels for each design storm. SWMHYMO was used to establish the allowable release rates within the development and the amount of storage that is required to meet these release rates. Each event is controlled post to pre based on the modelling method chosen as presented in Table 6 below: Table 6 Pond 3 Modelling Outputs

Event Pre-Development

Flow (m3/s) Post-Development

Flow (m3/s) Active Storage

Volume Required (m³)2 0.093 0.090 1930 5 0.168 0.167 2625

10 0.213 0.210 3050 25 0.289 0.285 3650

100 0.407 0.405 4450 Preliminary grading of Pond 2 shows an available active storage volume of 5145 m³. The Gilbert Creek floodline, as outlined on Figure 4, displays that the 100 year flood elevation is 239.21 m at the outlet of the pond. This elevation is below our NLW and therefore is not a concern. 6.2.4 Existing Paris Links Road Stormwater Management Pond

External drainage from the existing Paris Links Road stormwater facility (west of the Study Area) must be considered in the overall storm drainage design for the Study Area. The facility currently has a piped outlet that crosses the GolfNorth property within an easement, outletting to a tributary of Gilbert Creek near the east limit of proposed Pond 3. The existing pond has controlled (piped) 100 year release rate of 0.795 m³/s (TSH Design Brief, 2006).



The potential of outletting some of the Area Study drainage to the existing stormwater facility was evaluated at a preliminary level. Although a portion of the area south of Paris Links Road could be diverted, this would not preclude the requirement for a new stormwater facility (i.e. full wet pond) to service the area north of the road. This would involve an upgrade to the existing facility in addition to construction of a new pond; it will therefore be more cost effective to construct the new pond as a standalone solution for the GolfNorth lands, particularly since much of the pond land dedication area is not conducive to lotting. An additional option considered during the evaluation was the possibility of conveying the piped outflow from the existing stormwater facility within the GolfNorth storm sewer system and routing it into the Pond 3 stormwater facility. To accomplish this, the invert elevation at Pond would have to be 0.40 to 0.50 metres lower than the currently proposed elevation of 239.2m. This would be problematic in consideration of the groundwater elevations in the area of this pond. Therefore, it is proposed that the existing Paris Links Road SWM pond outfall sewer be rerouted as a separate pipe along the future Area Study right of ways. This has been shown in concept on Figure 5. 6.2.5 Quality Control

The Gilbert Creek Subwatershed Study outlines that Level 1 control (i.e. ‘enhanced protection’ or 80% TSS removal) will be the appropriate level of quality control for each facility discharging to Gilbert Creek. Calculations for permanent pool volumes based on MOE recommendations for permanent pool volumes are provided in Appendix C and a summary is provided in Table 3 below. The summary table also includes estimates of permanent pool volumes that are provided based on the conceptual stormwater facility grading provided on Figure 4: Table 7 Quality Control Volume Summary

SWM Facility Trib. Area (ha)

Factor (m3/ha)

Volume Required

(m3)

Available Volume (m3)

Pond 1 (‘East Pond’) 21.47 152 3,263 5,837 Pond 2 (‘Southwest Pond’) 6.37 185 1,178 1,183 Pond 3 (‘Northwest Pond’) 11.23 152 1,707 2,058



6.3 Site Infiltration and Water Balance

Relatively high levels natural infiltration of rainwater over the subject property can expected due to the nature of the subsoils. The Hydrogeology Study Report prepared by LVM in support of the Area Study identifies site conditions and design parameters associated with infiltration over the subject area. A preliminary water balance was completed using the LVM infiltration parameters and the design approach in the MOE SWM Planning and Design Manual. The calculations are included in Appendix C and a summary is provided as follows. Estimated annual infiltration volume (pre-development): 58,100 m3/yr; Estimated annual infiltration volume (post-development): 32.040 m3/yr; and Estimated annual deficit: 26,060 m3/yr. Relatively passive ‘low impact development’ (LID) measures can be implemented to ensure that post-development infiltration volumes are maintained at the pre-development levels. Measures that can be incorporated include the following: Maximizing the water availability in pervious areas such as designing grades to direct

roof runoff onto lawn surfaces, side and rear yard swales, boulevards, parks, and other open space areas throughout the development where possible;

Increasing topsoil thickness on lot surfaces and other green areas by up to two times the normal thickness to promote infiltration, and

Infiltration pipes/galleries at the SWM ponds outlets. Typically, infiltration rates that approach pre-development levels can be achieved through the above measures.

6.4 Erosion and Sediment Control

Erosion and Sediment Controls will be implemented for all construction activities including topsoil stripping, foundation excavation and stockpiling of materials. The Erosion and Sediment Control strategy will consider the implementation of the following measures: Temporary sediment control fence at construction limits and/or downstream of any

disturbed areas prior to grading. Double row fencing may be appropriate adjacent to sensitive natural areas;

Gravel mud mats at construction vehicle access points to minimize off-site tracking of sediments;



Temporary sedimentation control ponds; Check dams, etc. for erosion/velocity control; Sediment traps in catchbasins; Routine inspection, monitoring, and repair as necessary of all temporary Erosion and

Sediment Control measures during construction; and Removal of temporary controls once the areas they serve are restored and stable. All reasonable measures will be taken to ensure that sediment loading is minimized both during and following construction. Additional details will be provided as part of the detailed design.



7.0 Wastewater Servicing

7.1 Wastewater Design Criteria

A preliminary design for the sanitary sewers required to service the property has been prepared. The following County of Brant criteria were applied for the analysis: Residential flow rate - 400 litres per capita per day; Infiltration Allowance - 0.230 litres per second per hectare; Peaking Factor - Harmon Peaking Factor Formula (max value = 5); and Population Density - 2.89 PPU low lensity / 1.94 PPU medium density.

7.2 Design Flows

A preliminary sanitary sewer design sheet has been included in Appendix D. The resulting design flows are tabulated in Table 8 below. Table 8 Sanitary Design Flows

Catchment Outlet Developed

Area (ha)

Estimated # of Units (Low/Med)

Total Pop’n

Design Flow (L/s)

Northwest Internal PS 3.6 30/70 223 5.1 Southwest Internal PS 10.7 114/166 653 14.3 Northeast Internal PS 17.4 236/84 845 19.1 Total 700 38.4 The Preliminary Sanitary Servicing Plan (included as Figure 9) provides an overview of local sewer catchment areas, proposed sewer routing and pipe sizing.

7.3 New Sanitary Pumping Station

The existing site topography will require that a sanitary pumping be constructed to service the Area Study lands. 7.3.1 Existing Paris Links Road SPS

The developed area to the west of the Area Study lands and east of Grand River Street North is serviced by an existing pumping station located immediately to the west of the Study Area, south of Paris Link Road. The pumping station services an approximate area of 28 hectares and a service population of 1160. The pumping station design pumping rate is 26.5 L/s. Flows are pumped via a 200mm diameter forcemain to the gravity sewer at Grand River Street North, approximately 500 metres to the west.



The existing SPS has no additional capacity to accept flows from the Area Study Lands; therefore any proposal to covey the Study Area flows to the station would involve a significant upgrade (i.e. replacement) of the existing station, which is a simple wet well type station with two marginally sized pumps. The County has expressed interest in replacing the existing station with an upsized station with the Area Study lands that would service the new development in addition to the existing SPS serviced area. The County has also indicated that they would be prepared to look into cost sharing with GolfNorth with regard to the new station costs. A review of the existing pipe elevations at the Paris Links Road SPS has confirmed that decommissioning of the existing station and providing gravity conveyance to the new sewers within the Area Study lands would not require additional depths of sewers within the GolfNorth lands. The costs associated with accommodating the existing flows would therefore be limited to decommissioning of the station, providing the gravity sewer connection to the proposed GolfNorth sewers (approximately 120m of sewer) and oversizing costs for the segments of the GolfNorth sewers that convey flow from the connection point to the new SPS (approximately 600m of sewer). 7.3.2 Proposed GolfNorth Pumping Station

The County has previously identified significant capacity constraints in the downstream sanitary sewers between the Grand River Street North/Paris Links Road intersection and the Paris Wastewater Treatment Plant. Additional discussion is provided in Section 7.4 below. Due to downstream constraints, the analysis conducted for this Infrastructure Servicing Study uses the baseline assumption that pumped flows from the combined GolfNorth and existing SPS service area could be discharged at the existing pumping rate, i.e. the maximum design flow of 26.5 L/s, allocated from the Paris Link Roads station. The design assumption involves providing flow equalization via a storage equalization tank or tanks) at the new SPS location. Appendix F includes calculations for the storage requirement associated with the above scenario. It was initially determined that a significant storage volume would be required to attenuate flows from the entirety of the Study Area lands, in the order of 1500m3. This is attributed due in part to an assumption of significant extraneous flows in the modelling. Flow records provided for the station gave total annual pumping hours but no discretized data for single events (i.e. major rainfalls). Total annual pumped volumes from the SPS seem to indicate that actual pumped flows are approximately half the design average daily flow for the station. However, the more conservative assumptions for extraneous and design flows were carried forward in the analysis.



A second scenario was modelled involving a reduced tributary area limited to the westerly portion of the Area Study, west of Gilbert Creek, comprising approximately half of the design population and flows. This scenario results in a storage requirement of 460m3, which would be considered more practical in terms of storage requirement and operational requirements for the pumps.

7.4 External Sanitary Sewer System Constraints

7.4.1 Paris Wastewater Treatment Plant (WWTP)

The Paris WWTP has a design rated capacity of 7,056 m3/day per the current MOE Certificate of Approval. Using a population flow of 400 L/cap/day, this translates to capacity for a design population of 17,640. The current population in the urban area of Paris is in the order of 11,763 persons (2011 Census data). It can therefore be anticipated that the Paris WWTP has sufficient reserve capacity to treat the full 38.4 L/s projected design flow from the Area Study lands as this is based on an additional population of 1160 persons. 7.4.2 Downstream Sewers

The County has provided their current sanitary design sheets. Constraints have been previously identified in significant lengths of sewers between the Study Area and the Paris WWTP. Additional flows from the Area Study would result in additional surcharged lengths of sewers in the Paris system, primarily within the built up area. Table 9 below is a summary of data from the County’s current design sheets with the addition of a 38.4 L/s flow from the Study Area.



Table 9 Downstream Sewers ‘Over Capacity’ with Area Study Flows Added

Street Name

Sanitary Pipe No. Current

Peak Design Flow Q(d) (L/s)

Peak Design

Localized (L/s)

Pipe Diameter

(mm)

Length (m)

Grade (%)

Capacity (L/s)

William St. PRS0264 336.97 0.28 675 32.32 0.03 145.61 William St. PRS0265 337.73 0.87 675 117.38 0.07 222.43 Willow St. PRS0290 346.28 0.01 675 30.18 0.12 291.23 Willow St. PRS0289 351.84 0.89 675 125.00 0.15 325.60 Willow St. PRS0288 352.88 1.18 675 110.06 0.15 325.60 Willow St. PRS0281 355.56 0.81 675 121.95 0.12 291.23 Willow St. PRS0275 357.32 1.06 675 152.44 0.15 325.60 Willow St. PRS0689 357.47 0.17 675 15.04 0.50 42.06 Willow St. TO WSPS 357.69 0.25 675 46.67 0.50 23.20 Ball St PRS0039 414.42 0.20 675 30.49 0.18 356.68 Ball St PRS0038 419.90 0.43 675 82.01 0.15 325.60 Ball St PRS0037 421.14 0.42 675 102.13 0.23 403.18 Ball St PRS0035 435.10 0.78 675 146.65 0.16 336.28 Ball St PRS0034 437.01 0.72 675 89.33 0.19 366.45 Ball St PRS0033 437.42 0.46 675 96.65 0.21 385.26 Race St. PRS0030 452.89 0.51 675 115.85 0.18 356.68 Race St. PRS0029 452.93 0.05 675 17.68 0.22 394.32 Race St. PRS0024 466.42 1.81 675 93.29 0.22 394.32 Race St. PRS0002 470.11 0.48 675 8.84 0.21 385.26 Race St. PRS0001 475.57 0.41 675 65.00 0.22 394.32 The overall impact to the existing system can be seen from the total length of additional sewer (beyond the currently conditions) that would be surcharged as a result of the addition of the Area Study Flows (the highlighted cells in Table 9). The length of sewer identified as surcharged under existing conditions is approximately 1,370 m. Addition of the area study flows would result in surcharging in an additional two legs (230 m) of sewer.



7.5 Conclusions – Area Study Wastewater Servicing

The preliminary conclusions resulting from the analysis provided above can be summarized as follows: There will be a realized net benefit to both the Developer and the County In providing

a single sanitary pumping station within the GolfNorth lands, which would replace the existing pumping station at Paris Links Road;

Phased development over the GolfNorth lands could occur immediately if flow attenuation were to be provided at the new station. There would be no net impact to flow conditions within the existing Paris sewer system;

As a pumping station is required within the GolfNorth lands to allow any development to proceed, the premium to GolfNorth would be for the on-site attenuation only (i.e. storage tank and controls);

Introduction of the full (non-attenuated) flows from the Golf North development would result in a minimal number of additional surcharged sewer legs in the existing sewers (PRS0289 and PRS 0037); and

Additional review is required to determine how the costs for upgrades to downstream sewers will be attributed to benefitting upstream parties and to the County. This has to be undertaken in conjunction with the County’s Master Servicing Study at the Development Charge study level.



8.0 Water Supply and Distribution

8.1 Design Criteria

The following County of Brant criteria were applied in order to calculate water demand for the Study Area: Average Daily Demand per-capita - 400 litres per day; Maximum Daily Demand Factor - 2.75; and Maximum Hourly Demand Factor - 4.00.

8.2 Design Flows

A preliminary water demand calculation sheet is included in Appendix G. The resulting design flows are tabulated in Table 10 below. Table 10 Preliminary Estimate of Water Demand

Catchment Estimated # of Units (Low/Med)

Total Pop’n

Average Day Demand

(L/s)

Max Day Demand

(L/s)

Max Hour Demand

(L/s) Northwest 30/70 223 1.0 2.8 4.1 Southwest 114/166 653 3.0 8.3 12.1 Northeast 236/84 845 3.9 10.8 15.6 Total 700 8.0 21.9 31.8 The above summary of demands has been provided to the County for the purpose of updating the existing Paris Water Model to include the Area Study demands. The County will provide comment on the impact of the added demand as it relates to upgrades of the existing water system required to accommodate the Area Study development. The Preliminary Water Servicing Plan (included as Figure 10 at the back of this report) includes an internal watermain layout that follows the alignments of the proposed right-of-ways, with connections to the existing 350mm diameter main on Paris Links Road; a total of six connections are indicated. The layout provides for excellent internal looping within the proposed system.

8.3 Existing Supply Conditions and System Upgrades

There are significant documented issues with the Paris water supply. The County of Brant’s policy is to require that major new development within the Paris urban areas provide for water supply at source (i.e. new on-site wells).



Recent and planned upgrades in the Paris water supply include the Bethel Road well supply upgrade (completion in Fall, 2012) and a planned elevated storage tank in north Paris, currently undergoing a Class EA. Presumably, there will new allocation available as a result of these system upgrades and resulting from additional recommendations in the County’s current Master Servicing Study. GolfNorth has significant stakeholder interest in new water allocation and should therefore be a consulted party with respect to any infrastructure recommendations resulting from the Master Servicing Study.

8.4 Existing GolfNorth Supply Wells

There are two operating ‘large supply’ irrigation wells within the GolfNorth property. The MOE operating permits for the wells allow for total water taking at 37.5 L/s for 24 hrs per day over 214 days of seasonal operation. The currently approved annual water taking for these wells on an annual basis is 693,000 cu.m. The average day demand for the GolfNorth development area is 8.0 L/s and the supply required for domestic demand for the Study Area would therefore be 252,000 cu.m. annually. Therefore it can be inferred that, in terms of net supply, the existing wells have the capacity to service the projected Study Area population plus surplus. Approval for domestic supply from these wells would involve treatment to potable quality. Bedrock wells in the Paris areas general exhibit high levels of sulfate generally due to the presence of the presence of gypsum. High levels of sulfate are generally a concern from a taste and odour standpoint. If the existing wells are to be considered for potable supply, on site treatment utilizing in exchange (water softening) or reverse osmosis will likely be required.

8.5 Recommendations – Area Stud Waster Servicing

The preliminary conclusions resulting from the analysis provided above can be summarized as follows: The Country has been provided with the projected water demands for the GolfNorth

development. Results from the County’s modelling update should create a baseline for further review of the servicing capacity available for the GolfNorth development.

There should be a realized net benefit to both the Developer and the County in upgrading the exiting GolfNorth irrigation wells to provide potable supply. The supply will likely require relatively sophisticated on-site treatment for sulfate removal and the potential for cost sharing should be explored.



9.0 Traffic Study and Roads

9.1 Traffic Report

A Traffic Study has been undertaken concurrently with the other studies prepared in support of the Area Study (Paradigm Transportation Solutions Limited, 2012). The report includes forecasts and analyses for traffic generation and associated impacts.

9.2 Right-of-Way Widths

The proposed road network within the subject property will be designed in accordance with County Standards for 20m right-of-ways.

9.3 Paris Links Road Improvements

The PTSL Study includes analysis of sightline conditions for Paris Links Road with consideration of the proposed new intersection locations and based on a design speed of 70km/h (20km/h over a posted 50 km/h limit. The sightline conditions as they exist are substandard with respect to the existing residential driveway accesses. With the introduction of the new intersections, improvements are recommended that would involve reconstruction of approximately 520m of the existing roadway at the east and west development limits. It is assumed that the reconstruction would be undertaken with the reconstruction and upgrading of Paris Links Road to an urban section, which the County will require. Figure 4a of this Study is a preliminary road profile that delineates the extent of the reconstruction required to mitigate sightline issues.



10.0 Conclusions

The preceding Infrastructure Servicing Study provides analysis and review of options for servicing of the Study Area associated with the Paris Grand Subdivision. Several constraints exist at this time with respect to water supply and downstream sanitary capacity.

Options to deal with limited servicing capacity have been evaluated and potential solutions presented that would allow development to proceed. The servicing and stormwater management concepts presented herein are consistent with the development proposal as presented on the current Concept Plan. The findings and recommendations provided in this Study satisfy the servicing infrastructure component requirements outlined in the Terms of Reference as adopted by the County of Brant prior to commencement of the Area Study. We therefore propose that this Study be accepted for review by the County of Brant in order to facilitate the Planning Approvals required for development of the subject lands. Prepared by: R.J. Burnside & Associates Limited

Felix Brockway, P.Eng. Ian Drever, P.Eng. Project Manager Senior V.P.

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GOLF NORTH PROPERTIES

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PROPOSED LAND USE TYPE & DENSITY

Total Site Area: 59.6ha.

Core Greenland: 22.1ha.

(Natural Hazard & Natural Heritage)

Net Developable Area: 37.4ha.

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NOTES:

1) THE CONCEPTUAL BOUNDARIES AND LOT DENSITIES HAVE BEEN PROVIDED BY GSP

GROUP INC. FROM THE DRAWING TITLED PREFERRED LAND USE CONCEPT DATED AUGUST

8, 2012.

2) TOPOGRAPHIC INFORMATION AND LEGAL SURVEY INFORMATION HAS BEEN PROVIDED BY

WEST & RUUSKA LTD. ONTARIO LAND SURVEYORS. REFER TO LEGAL DRAWING G110063

DATED JANUARY 12, 2012 FOR BENCHMARKS, MONUMENTS AND DIMENSIONS FOR VARIOUS

LOTS IN THIS DEVELOPMENT.

3) EXISTING SANITARY, WATERMAIN AND STORM SEWER INFORMATION ALONG PARIS LINKS

ROAD TAKEN FROM PARIS LINKS ROAD STORM WATER MANAGEMENT FACILITY DRAWINGS

(PROJECT REF. NO. 22310-01) PREPARED BY TSH ENGINEERS, ARCHITECTS, PLANNERS

DATED MARCH 2007.

4) EXISTING PARIS LINKS ROAD SANITARY PUMP STATION INFORMATION TAKEN FROM

WYNDFIELD GLEN SUBDIVISION PUMPING STATION - PLANS & SECTIONS (PRJECT REF. NO.

767) PREPARED BY J.D. LEE ENGINEERING LIMITED DATED APRIL 1976.

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5

6

.0

2

5

7

.

0

2

5

8

.

0

2

4

5

250

2

5

5

2

4

3

.

0

2

4

4

.

0

2

4

6

.

0

2

4

7

.

0

2

4

8

.0

2

4

9

.

0

2

5

1

.

0

2

5

2

.

0

2

5

3

.0

2

5

4

.0

2

5

6

.0

2

5

7

.0

2

5

8

.

0

2

4

5

245

2

4

4

.

0

2

4

4

.

0

246.0

2

4

6

.0

2

4

6

.

0

2

4

6

.

0

2

4

5

2

4

5

2

4

5

2

4

4

.

0

2

4

4

.

0

2

4

0

2

4

0

2

4

1

.0

2

4

1

.

0

2

4

2

.0

2

4

2

.

0

2

4

3

.

0

2

4

3

.

0

2

4

4

.

0

2

4

5

2

4

3

.

0

2

4

4

.

0

2

4

6

.

0

2

4

5

245

2

4

5

245

2

4

5

242.0

243.0

244.0

2

4

6

.0

2

4

6

.0

2

4

6

.0

2

4

6

.

0

245

2

5

0

246.0

247.0

2

4

8

.

0

2

4

9

.

0

2

5

1

.0

2

5

2

.

0

2

4

5

2

4

2

.

0

243.0

244.0

2

4

6

.

0

2

4

0

2

4

5

2

3

8

.0

2

3

9

.

0

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

0

2

4

0

2

4

0

2

4

5

2

4

5

2

4

5

2

3

7

.0

2

3

8

.

02

3

8

.0

2

3

8

.

0

2

3

9

.

0

2

3

9

.

0

2

3

9

.

0

2

4

1

.

0

2

4

1

.

0

2

4

1

.

0

2

4

2

.

0

2

4

2

.

0

242.02

4

3

.

0

243.0

2

4

3

.

0

2

4

4

.

0

2

4

4

.

0

2

4

4

.

0

2

4

6

.

0

2

4

6

.0

2

4

6

.

0

2

4

7

.

0

2

4

7

.0

2

4

8

.

0

2

4

8

.

0

2

4

5

2

5

0

2

4

3

.

0

244.0

2

4

6

.0

247.0

2

4

8

.0

2

4

9

.

0

2

4

5

250

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.0

2

4

6

.

0

2

4

7

.

0

2

4

8

.

0

2

4

9

.

0

2

5

1

.

0

2

4

0

2

4

5

2

5

0

2

4

5

2

4

2

.

0

243.0

244.0

2

4

6

.

0

2

4

7

.

0

2

4

8

.

0

2

4

0

2

4

5

2

3

8

.

0

2

3

9

.

0

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

6

.

0

2

4

5

2

4

5

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

4

.

0

2

4

6

.

0

2

4

6

.

0

2

4

7

.

0

2

4

7

.

0

2

4

8

.

0

2

4

8

.

0

2

4

9

.0

249.0

2

4

0

2

4

5

2

5

0

2

2

5

2

3

0

226.0

227.0

228.0

2

2

9

.

0

2

3

1

.

0

2

3

2

.

0

2

3

3

.0

2

2

5

230

2

2

6

.

0

2

2

7

.0

228.0

229.0

231.0

232.0

2

3

3

.

0

234.0

235

2

3

4

.0

236.0

237.0

2

3

5

2

3

5

234.0

2

3

4

.

0

236.0

236.0

2

3

6

.

0

2

3

6

.

0

2

3

7

.

0

2

3

7

.

0

2

3

8

.

0

2

3

8

.

0

2

4

5

2

4

1

.0

2

4

2

.

0

2

4

3

.0

2

4

4

.0

240

240

2

4

5

2

5

0

2

4

0

2

4

5

2

5

0

2

5

0

2

5

5

2

4

2

.

0

2

4

2

.0

2

4

3

.

0

2

4

4

.

0

24

0

2

4

5

241.0

2

4

2

.

0

2

4

3

.

0

2

4

4

.0

2

4

6

.0

STREET A

S

T

R

E

E

T

C

S

T

R

E

E

T

B

S

T

R

E

E

T

D

ST

RE

ET

D

S

T

R

E

E

T

E

STREET F

S

T

R

E

E

T

F

STREET G

STREET H

ST

RE

ET

I

0 8020 40 60

Meters

Scale Project No.

Figure No.

Figure Title

DrawnClient

File

N

am

e: 0

20

16

5_

FIG

04

(P

RE

LIM

G

RA

DIN

G P

LA

N).d

wg

D

ate

P

lo

tte

d: O

cto

be

r 4

, 2

01

2 - 1

2:1

4 A

M

Checked Date



PRELIMINARY GRADING PLAN

J.H.

1:2000 PGD020165

FIG4

P.H. 12/09/28

SCOTT AVE

GR

AN

D R

IV

ER

S

T N

SILVER ST

OA

K A

VE

WEST RIVER RD S

P

A

R

K

L

I

N

K

S

R

D

W

I

L

L

O

W

S

T

GR

EE

N LIN

E

C

O

N

S

O

L

I

D

A

T

E

D

D

R

DUNDAS ST E

W

I

L

L

O

W

S

T

K

I

N

G

E

D

W

A

R

D

S

T

P

A

R

I

S

R

D

G

R

A

N

D

R

IV

E

R

S

T

N

C

A

P

R

O

N

S

T

T

E

R

R

I

V

E

R

V

I

E

W

W

R

IV

E

R

S

T

B

R

O

A

D

W

A

Y

S

T

W

W

AS

H

IN

G

TO

N

S

T

CU

RT

IS

A

VE

S

SITE

EXISTING STORM MANHOLE

EXISTING CATCHBASIN

EXISTING DOUBLE CATCHBASIN

245.00

x

PROPOSED GRADES

PARIS LINKS ROAD

PROPERTY BOUNDARY

0.5%

0.5% 4.5%

4.5%

2.0%

4.0%

2.6%

0.5%

2.0%

6.5%

5

.

0

%

0

.

5

%

1

.

0

%

0

.

5

%

3

.

5

%

4

.

0

%

2

.

2

%

1

.

3

%

0

.

5

%

0

.

5

%

0.5%

0.5%

0.5%

3

.

2

%

1.7%

0.5%

1.0%

2.5%

2.0%

0.5%

2

.1

%

2.1%

0.5%

2

.

0

%

2.0%

PROPOSED DEVELOPMENT LIMITS

0.5%

PROPOSED ROAD GRADE AND SLOPE DIRECTION

MATCH EXISTING GRADES

245.00

x

NOTES:



8, 2012.








DATED MARCH 2007.




0+

000

0+

020

0+

040

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

0+

180

0+

200

0+

220

0+

240

0+

260

0+

280

0+

300

0+

320

0+

340

0+

360

0+

380

0+

400

0+

420

0+

440

0+

460

0+

480

0+

500

0+

520

0+

540

0+

560

0+

580

0+

600

0+

620

0+

640

0+

660

0+

680

0+

700

0+

720

0+

740

0+

760

0+

780

0+

800

0+

820

-0+010

0+000

0+020

0+040

0+060

0+080

0+200

0+220

0+240

0+260

0+267

0+000

0+020

0+040

0+060

0+080

0+000

0+020

0+040

0+060

0+080

0+000

0+020

0+040

0+060

-0+010

0+000

0+020

0+040

0+060

-0+

025

-0+

020

0+

000

0+

020

0+

040

0+

060

0+

080

0+

100

0+

120

0+

140

0+

160

0+

180

0+

200

0+

220

0+

220

0+

00

Medium

Density

2

4

0

2

5

0

2

3

8

.

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

4

0

2

5

0

2

5

0

2

3

4

.

0

234.0

2

3

6

.

0

2

3

6

.

0

2

3

8

.

0

2

4

2

.

0

2

4

2

.

0

2

4

4

.

0

244.0

2

4

6

.

0

246.0

2

4

8

.

0

2

4

8

.

0

PROFILE VIEW: ALIGNMENT - GOLF LINKS RD

PARENT ALIGNMENT: Alignment - GOLF LINKS RD

SCALE: 100

VERTICAL EXAGGERATION: 10.0

DATUM: 232.00

233

234

235

236

237

238

239

240

241

242

243

244

245

246

247

248

249

250

251

252

253

254

0+000

24

5.7

2

245.722

0+020

24

4.5

2

244.520

0+040

24

3.3

3

243.334

0+060

24

2.4

2

242.424

0+080

24

1.9

6

241.960

0+100

24

1.8

4

241.843

0+120

24

2.0

7

242.075

0+140

24

2.6

7

242.666

0+160

24

3.5

4

243.537

0+180

24

4.5

6

244.557

0+200

24

5.5

5

245.551

0+220

24

6.5

9

246.589

0+240

24

7.6

3

247.632

0+260

24

8.3

5

248.346

0+280

24

8.6

1

248.609

0+300

24

8.6

0

248.601

0+320

24

8.4

3

248.431

0+340

24

7.9

9

247.989

0+360

24

7.2

4

247.244

0+380

24

6.2

1

246.206

0+400

24

4.9

1

244.914

0+420

24

3.4

9

243.493

0+440

24

2.0

5

242.050

0+460

24

0.7

1

240.713

0+480

23

9.5

5

239.545

0+500

23

8.4

9

238.486

0+520

23

7.7

6

237.755

0+540

23

7.4

7

237.465

0+560

23

7.5

4

237.543

0+580

23

7.8

1

237.807

0+600

23

8.2

1

238.210

0+620

23

8.4

9

238.494

0+640

23

8.6

0

238.603

0+660

23

8.7

5

238.752

0+680

23

9.1

7

239.168

0+700

23

9.9

2

239.924

0+720

24

0.7

3

240.731

0+740

24

1.3

3

241.328

0+760

24

1.3

6

241.362

0+780

24

1.0

4

241.040

0+800

24

0.7

7

240.766

0+820

24

0.6

1

240.612

2

.0

0

%

-

4

.

0

0

%

-

3

.

8

7

%

-1

.7

6

%

0.22%

1.0

4%

1

.9

7

%

0.8

1%

0.29%0.31%

1.0

3%

-0.43%-0.11%-0.58%-

1.25%

2

.0

1

%

1.25%

-0.02%

-1

.5

5

%

-

3

.

2

9

%

-

5

.

6

8

%

-

6

.

0

5

%

-

5

.

9

2

%

-

6

.

2

9

%

2

.6

2

%

PV

I S

TA

=

0+

000.00

PV

I E

LE

V =

245.814

PV

I S

TA

=

0+

500.00

PV

I E

LE

V =

238.585

PV

I S

TA

=

0+

611.61

PV

I E

LE

V =

238.518

PV

I S

TA

=

0+

811.20

PV

I E

LE

V =

240.815

PV

I S

TA

=

0+

105.83

PV

I E

LE

V =

241.939

PVI STA= 0+313.33

PVI ELEV= 246.052

K= 36.69

LVC= 220.13m

A= -6.00%

BV

CS

= 0+

203.26

BV

CE

= 243.851

EV

CS

= 0+

423.39

EV

CE

=241.650

HIGH PT. STA= 0+276.64

HIGH PT ELEV= 244.585

PVI STA= 0+749.41

PVI ELEV= 241.080

K= 35.00

LVC= 106.65m

A= -3.05%

BV

CS

= 0+

696.09

BV

CE

= 239.684

EV

CS

= 0+

802.74

EV

CE

=240.851

HIGH PT. STA= 0+787.73

HIGH PT ELEV= 240.884

ST

RE

ET

A

(W

ES

T)

ST

RE

ET

G

ST

RE

ET

B

(E

AS

T)

ST

RE

ET

B

ST

RE

ET

D

0 8020 40 60

Meters

Scale Project No.

Figure No.

Figure Title

DrawnClient

File

N

am

e: 0

20

16

5_

FIG

04

A (P

AR

IS

R

OA

D P

LA

N A

ND

P

RO

FIL

E).d

wg

D

ate

P

lo

tte

d: O

cto

be

r 4

, 2

01

2 - 1

:2

8 A

M

Checked Date



PARIS LINKS ROAD - PLAN AND PROFILE

J.H.

1:1500 PGD020165

FIG4A

P.H. 12/09/28

SCOTT AVE

GR

AN

D R

IV

ER

S

T N

SILVER ST

OA

K A

VE

WEST RIVER RD S

P

A

R

K

L

I

N

K

S

R

D

W

I

L

L

O

W

S

T

GR

EE

N LIN

E

C

O

N

S

O

L

I

D

A

T

E

D

D

R

DUNDAS ST E

W

I

L

L

O

W

S

T

K

I

N

G

E

D

W

A

R

D

S

T

P

A

R

I

S

R

D

G

R

A

N

D

R

IV

E

R

S

T

N

C

A

P

R

O

N

S

T

T

E

R

R

I

V

E

R

V

I

E

W

W

R

IV

E

R

S

T

B

R

O

A

D

W

A

Y

S

T

W

W

AS

H

IN

G

TO

N

S

T

CU

RT

IS

A

VE

S

SITE

PARIS LINKS ROAD

ST

RE

ET

D

ST

RE

ET

B

ST

RE

ET

G

ST

RE

ET

A

ST

RE

ET

A

ST

RE

ET

I

EXISTING ROAD CL

PROPOSED ROAD CL

PROPOSED ROAD CL

EXISTING ROAD CL

NOTES:

1) THE CONCEPTUAL BOUNDARIES AND LOT

DENSITIES HAVE BEEN PROVIDED BY GSP GROUP INC.

FROM THE DRAWING TITLED PREFERRED LAND USE

CONCEPT DATED AUGUST 8, 2012.

2) TOPOGRAPHIC INFORMATION AND LEGAL SURVEY

INFORMATION HAS BEEN PROVIDED BY WEST &

RUUSKA LTD. ONTARIO LAND SURVEYORS. REFER TO

LEGAL DRAWING G110063 DATED JANUARY 12, 2012

FOR BENCHMARKS, MONUMENTS AND DIMENSIONS

FOR VARIOUS LOTS IN THIS DEVELOPMENT.

3) EXISTING SANITARY, WATERMAIN AND STORM

SEWER INFORMATION ALONG PARIS LINKS ROAD

TAKEN FROM PARIS LINKS ROAD STORM WATER

MANAGEMENT FACILITY DRAWINGS (PROJECT REF.

NO. 22310-01) PREPARED BY TSH ENGINEERS,

ARCHITECTS, PLANNERS DATED MARCH 2007.

4) EXISTING PARIS LINKS ROAD SANITARY PUMP

STATION INFORMATION TAKEN FROM WYNDFIELD

GLEN SUBDIVISION PUMPING STATION - PLANS &

SECTIONS (PRJECT REF. NO. 767) PREPARED BY J.D.

LEE ENGINEERING LIMITED DATED APRIL 1976.

2

4

0

2

4

5

2

5

0

2

3

8

.

02

3

9

.

0

2

4

1

.0

2

4

2

.02

4

3

.0

2

4

4

.0

246.0

2

4

7

.0

2

4

8

.

0

2

4

9

.

0

2

4

0

2

4

5

2

4

1

.0

2

4

2

.

0

2

4

3

.0

2

4

4

.0

2

4

6

.

0

2

4

0

2

4

5

2

4

1

.

0

2

4

2

.

0

2

4

3

.

02

4

4

.

0

246.0

2

4

0

2

4

5

2

3

8

.

0

2

3

9

.

0

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

6

.

0

247.0

2

4

7

.

0

2

4

7

.

0

2

4

8

.

0

2

5

0

2

5

5

2

5

1

.

0

2

5

2

.

0

2

5

3

.0

254.0

2

5

6

.0

2

5

8

.

0

2

5

8

.

0

259.0

2

5

9

.

0

2

4

0

2

4

5

250

2

5

5

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

3

.

0

2

4

3

.

0

2

4

4

.

0

2

4

6

.

0

2

4

7

.

0

2

4

7

.

0

2

4

7

.

0

2

4

8

.

0

249.0

2

5

1

.

0

2

5

2

.0

2

5

3

.

0

2

5

3

.0

2

5

3

.

0

2

5

4

.0

2

5

6

.0

2

4

0

2

3

8

.

0

2

3

9

.0

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

0

2

4

5

2

4

1

.0

2

4

2

.

0

2

4

3

.0

2

4

3

.0

2

4

3

.

0

244.0

2

4

6

.

0

2

4

6

.0

246.0

2

4

5

2

4

2

.

0

2

4

3

.

0

2

4

4

.0

2

4

6

.

0

2

4

7

.

0

2

4

8

.

0

2

4

8

.

0

2

3

0

2

3

5

235

2

2

6

.

0

2

2

7

.

02

2

8

.

0

2

2

9

.0

231.0

2

3

2

.

0

2

3

3

.

0

2

3

4

.0

2

3

5

2

4

0

2

4

5

2

5

0

234.0

2

3

6

.

0

2

3

7

.

0

2

3

8

.

0

2

3

9

.

0

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

6

.

0

2

4

7

.

0

248.0

2

4

9

.

0

251.0

2

4

0

2

4

5

2

5

0

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

6

.0

2

4

7

.

0

2

4

8

.

0

2

4

9

.

0

2

4

5

2

4

1

.0

2

4

2

.

0

2

4

3

.0

2

4

4

.

0

2

4

6

.

0

2

2

5

2

3

0

2

2

6

.

0

2

2

7

.0

2

2

8

.

0

2

2

9

.

0

2

3

1

.

0

2

3

2

.

0

2

3

3

.0

2

3

4

.0

2

4

5

2

5

0

2

4

1

.

0

2

4

2

.

0

2

4

3

.

0

2

4

4

.

0

2

4

6

.

0

247.0

2

4

8

.

0

2

4

9

.

0

2

5

1

.

0

2

4

0

2

4

0

2

3

8

.

0

2

3

8

.

0

2

3

9

.

0

2

3

9

.

0

2

4

1

.

0

2

4

1

.

0

2

4

2

.

0

242.0

243.0

2

4

4

.

0

0 16040 80 120

Meters

Scale Project No.

Figure No.

Figure Title

DrawnClient

File

N

am

e: 0

20

16

5_

FIG

05

(P

RE

-D

EV

S

TO

RM

D

RA

IN

P

LA

N).d

wg

D

ate

P

lo

tte

d: O

cto

be

r 4

, 2

01

2 - 3

:3

0 P

M

Checked Date



PRE-DEVELOPMENT STORM DRAINAGE PLAN

J.H.

1:2000 PGD020165

FIG5

P.H. 12/09/28

SCOTT AVE

GR

AN

D R

IV

ER

S

T N

SILVER ST

OA

K A

VE

WEST RIVER RD S

P

A

R

K

L

I

N

K

S

R

D

W

I

L

L

O

W

S

T

GR

EE

N LIN

E

C

O

N

S

O

L

I

D

A

T

E

D

D

R

DUNDAS ST E

W

I

L

L

O

W

S

T

K

I

N

G

E

D

W

A

R

D

S

T

P

A

R

I

S

R

D

G

R

A

N

D

R

IV

E

R

S

T

N

C

A

P

R

O

N

S

T

T

E

R

R

I

V

E

R

V

I

E

W

W

R

IV

E

R

S

T

B

R

O

A

D

W

A

Y

S

T

W

W

AS

H

IN

G

TO

N

S

T

CU

RT

IS

A

VE

S

SITE

PARIS LINKS ROAD

EXISTING CATCHMENT AREA

RUNOFF COEFFICENT

Trail

G

I

L

B

E

R

T

C

R

E

E

K

PROPERTY BOUNDARY

G

R

A

N

D

R

IV

E

R

EXISTING EXTERNAL OVERLAND FLOW ROUTE

STUDY AREA TO BE DEVELOPED

STUDY AREA TO BE UNDEVELOPED

EXTERNAL AREAS

CATCHMENT BOUNDARY

EXISTING INTERNAL OVERLAND FLOW ROUTE

G

I

L

B

E

R

T

C

R

E

E

K

NOTES:



8, 2012.








DATED MARCH 2007.




100 YEAR FLOODLINE (GRCA)

100 YR FLOODLINE

100 YR FLOODLINE

R

i

v

e

r

v

i

e

w

T

e

r

r

a

c

e

Charlton D

r.

G

r

a

n

d

R

iv

e

r

STREET A

S

T

R

E

E

T

C

S

T

R

E

E

T

B

S

T

R

E

E

T

D

ST

RE

ET

D

S

T

R

E

E

T

E

STREET F

S

T

R

E

E

T

F

STREET G

STREET H

ST

RE

ET

I

PARIS LINKS ROAD

2

4

0

2

3

8

.

0

2

4

2

.0

2

4

4

.

0

2

4

0

2

4

0

2

4

0

2

3

8

.

0

2

3

8

.

0

2

3

8

.

0

242.0

2

4

2

.

0

2

4

2

.

0

2

4

4

.

0

2

4

4

.

0

2

4

4

.

0

2

4

6

.

0

2

4

6

.

0

2

4

6

.

0

2

4

8

.

0

2

4

8

.

0

2

4

0

2

4

0

2

5

0

2

3

8

.

0

2

3

8

.

0

2

4

2

.

0

2

4

2

.0

2

4

4

.0

2

4

4

.

0

246.0

2

4

6

.0

2

4

8

.

0

248.0

240

2

4

2

.

0

2

4

4

.

0

246.0

2

4

6

.

0

2

4

2

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0 2

4

8

.

0

2

4

0

2

3

8

.0

2

4

2

.

0

2

4

0

2

5

0

242.0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

5

2

.

0

2

5

4

.

0

2

5

6

.0

2

5

8

.

0

2

5

0

2

4

2

.

0

2

4

4

.

0

246.0

2

4

8

.

0

252.0

2

5

4

.

0

2

5

6

.

0

2

5

8

.

0

2

5

0

2

4

6

.

0

248.0

2

5

2

.

0

2

5

4

.0

2

5

6

.0

2

5

8

.

0

2

4

0

240

2

4

2

.0

242.0

2

4

4

.

0

244.0

2

4

4

.

0

246.0

2

4

2

.

0

2

4

4

.0

2

4

6

.

0

2

3

4

.

0

2

3

4

.

0

2

3

6

.

0

2

3

6

.

0

2

3

8

.

0

2

3

8

.0

2

4

0

2

3

8

.

0

2

4

2

.

0

244.0

2

4

6

.

0

2

4

6

.

0

2

4

8

.

0

248.0

2

4

0

2

5

0

2

3

8

.

0

2

4

2

.

02

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

4

0

2

5

0

2

3

6

.

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

02

4

8

.

0

2

5

2

.

0

230

2

2

6

.0

228.0

232.0

2

3

4

.

0

0 16040 80 120

Meters

Scale Project No.

Figure No.

Figure Title

DrawnClient

File

N

am

e: 0

20

16

5_

FIG

06

(P

OS

T-D

EV

S

TO

RM

D

RA

IN

P

LA

N).d

wg

D

ate

P

lo

tte

d: O

cto

be

r 4

, 2

01

2 - 3

:3

3 P

M

Checked Date



POST DEVELOPMENT STORM DRAINAGE PLAN

J.H.

1:2000 PGD020165

FIG6

P.H. 12/09/28

SCOTT AVE

GR

AN

D R

IV

ER

S

T N

SILVER ST

OA

K A

VE

WEST RIVER RD S

P

A

R

K

L

I

N

K

S

R

D

W

I

L

L

O

W

S

T

GR

EE

N LIN

E

C

O

N

S

O

L

I

D

A

T

E

D

D

R

DUNDAS ST E

W

I

L

L

O

W

S

T

K

I

N

G

E

D

W

A

R

D

S

T

P

A

R

I

S

R

D

G

R

A

N

D

R

IV

E

R

S

T

N

C

A

P

R

O

N

S

T

T

E

R

R

I

V

E

R

V

I

E

W

W

R

IV

E

R

S

T

B

R

O

A

D

W

A

Y

S

T

W

W

AS

H

IN

G

TO

N

S

T

CU

RT

IS

A

VE

S

SITE

DEVELOPMENT LIMIT

OVERLAND FLOW DIRECTION

CATCHMENT AREA

SUB-CATCHMENT DRAINAGE AREA

PROPOSED CATCHMENT AREA

DRAINAGE AREA (ha)

RUNOFF COEFFICIENT

POND 2

POND 1

P

O

N

D

3

P

O

N

D

2

G

ilb

e

r

t

C

r

e

e

k

G

i

l

b

e

r

t

C

r

e

e

k

NOTES:



8, 2012.








DATED MARCH 2007.




EXISTING CONTOUR240.2

100 YEAR FLOODLINE (GRCA)

SWM

Park

SWM

SWM

R

i

v

e

r

v

i

e

w

T

e

r

r

a

c

e

Charlton D

r.

G

r

a

n

d

R

iv

e

r

G

i

l

b

e

r

t

C

r

e

e

k

G

i

l

b

e

r

t

C

r

e

e

k

Medium

Density

Medium

Density

Medium

Density

STREET A

S

T

R

E

E

T

C

S

T

R

E

E

T

B

S

T

R

E

E

T

D

ST

RE

ET

D

S

T

R

E

E

T

E

STREET F

S

T

R

E

E

T

F

STREET G

STREET H

ST

RE

ET

I

PARIS LINKS ROAD

2

4

0

2

4

0

2

5

0

2

3

8

.

0

2

3

8

.

0

2

4

2

.

0

2

4

2

.0

2

4

4

.0

2

4

4

.

0

246.0

2

4

6

.

0

2

4

8

.0

2

4

8

.

0

2

5

0

2

4

2

.0

2

4

4

.0

2

4

6

.0

248.0

2

5

2

.

0

2

5

4

.

0

2

5

6

.

0

2

5

8

.

0

2

4

0

2

3

8

.0

2

4

2

.

0

2

4

0

2

5

0

242.0

2

4

4

.

0

2

4

6

.

0

2

4

8

.0

2

5

2

.

0

2

5

4

.

0

256.0

2

5

8

.

0

2

4

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

2

.

0

2

4

4

.0

2

4

6

.

0

2

5

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

5

2

.

0

2

5

4

.0

2

5

6

.

0

2

5

8

.

0

2

4

4

.

0

2

4

6

.

0

240

240

242.0

2

4

2

.0

2

4

4

.

0

24

0

2

4

2

.

0

2

4

4

.

0

2

4

0

2

4

0

2

4

0

250

2

5

0

2

3

8

.

0

2

3

8

.

0

2

4

2

.0

2

4

2

.

0

2

4

2

.0

2

4

2

.

0

2

4

2

.0

2

4

2

.0

2

4

2

.0

2

4

4

.

0

2

4

4

.

0

2

4

4

.

0

2

4

6

.

0

2

4

6

.

0

2

4

8

.

0

2

4

8

.

0

2

4

8

.

0

2

4

8

.0

2

4

8

.

0

2

4

8

.0

248.0

2

4

8

.

0

2

4

2

.

0

2

4

4

.0

2

4

6

.

0

2

4

8

.

0

2

4

2

.

0

2

4

4

.0

2

4

6

.0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

4

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

246.0

2

4

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

3

0

2

2

6

.

0

2

2

8

.

0

2

3

2

.

0

2

3

4

.0

2

3

4

.

0

2

3

4

.

0

2

3

6

.

0

2

3

0

2

2

8

.

0

2

3

2

.0

2

3

4

.0

2

3

4

.

0

2

3

6

.

0

2

3

6

.

0

2

3

8

.

0

2

3

8

.0

0 16040 80 120

Meters

Scale Project No.

Figure No.

Figure Title

DrawnClient

File

N

am

e: 0

20

16

5_

FIG

08

(P

RE

LIM

S

TO

RM

S

ER

V P

LA

N).d

wg

D

ate

P

lo

tte

d: O

cto

be

r 4

, 2

01

2 - 2

:2

2 P

M

Checked Date



PRELIMINARY STORM SERVICING PLAN

J.H.

1:2000 PGD020165

FIG8

P.H. 12/09/28

SCOTT AVE

GR

AN

D R

IV

ER

S

T N

SILVER ST

OA

K A

VE

WEST RIVER RD S

P

A

R

K

L

I

N

K

S

R

D

W

I

L

L

O

W

S

T

GR

EE

N LIN

E

C

O

N

S

O

L

I

D

A

T

E

D

D

R

DUNDAS ST E

W

I

L

L

O

W

S

T

K

I

N

G

E

D

W

A

R

D

S

T

P

A

R

I

S

R

D

G

R

A

N

D

R

IV

E

R

S

T

N

C

A

P

R

O

N

S

T

T

E

R

R

I

V

E

R

V

I

E

W

W

R

IV

E

R

S

T

B

R

O

A

D

W

A

Y

S

T

W

W

AS

H

IN

G

TO

N

S

T

CU

RT

IS

A

VE

S

SITE

525Ø STM

450Ø STM

900Ø STM

450Ø STM

4

5

0

Ø

S

T

M

5

2

5

Ø

S

T

M

675Ø STM

975Ø STM

975X

1535 H

E S

TM

450Ø STM

450Ø STM

525Ø STM

1350Ø STM

1350Ø STM

300Ø STM

1350Ø STM

675Ø STM

6

0

0

Ø

S

T

M

1050Ø STM

1050Ø STM 900Ø STM

600Ø STM

6

0

0

Ø

S

T

M

4

5

0

Ø

S

T

M

675Ø STM

900Ø STM

7

5

0

Ø

S

T

M

5

2

5

Ø

S

T

M

4

5

0

Ø

S

T

M

3

0

0

Ø

S

T

M

3

0

0

Ø

S

T

M

6

0

0

Ø

S

T

M

6

0

0

Ø

S

T

M

6

0

0

Ø

S

T

M

5

2

5

Ø

S

T

M

450Ø STM

675Ø STM

450Ø STM

375Ø STM

375Ø STM450Ø STM

M

H

1

2

0

M

H

1

1

8

M

H

1

1

9

M

H

1

2

2

M

H

1

2

3

M

H

1

2

4

M

H

1

0

9

M

H

1

1

0

M

H

1

1

2

M

H

1

1

3

M

H

1

2

6

M

H

1

2

5

MH

104

MH

103

MH

105

MH 114

MH 115

MH 116

M

H

1

0

8

M

H

1

2

1

M

H

1

1

7

MH 107

M

H

1

0

6

MH 403

MH 402

MH 401

MH 204

MH 205

MH 304

MH 305

MH 302

MH 301

MH 303

MH 306

MH 506

EX MH 03

EX MH 05

EX MH 04

MH 307

MH 206MH 203

MH 312

MH 309

MH 311

MH

310

MH

308

MH 202

MH 201

STM OUTLET TO POND 1 - (NORTHEAST)

STM MH TOP OBV COVER

MH126 251.88 250.19 1.69

MH125 246.54 245.08 1.45

MH124 248.42 245.78 2.64

MH123 247.07 244.51 2.56

MH122 246.38 243.85 2.52

MH121 243.97 241.32 2.65

MH120 245.60 242.75 2.85

MH119 246.36 243.87 2.49

MH118 245.02 242.48 2.54

MH117 244.22 241.62 2.60

MH116 243.79 241.25 2.53

MH115 243.18 240.87 2.31

MH114 242.81 240.53 2.27

MH113 251.70 250.06 1.65

MH112 252.06 249.66 2.41

MH111 254.96 249.27 5.69

MH110 251.52 247.81 3.71

MH109 248.46 246.18 2.28

MH108 245.33 242.96 2.37

MH107 243.76 241.38 2.39

MH106 242.81 240.48 2.33

MH105 242.12 240.19 1.93

MH104 240.73 239.82 0.91

MH103 240.55 239.63 0.91

MH102 239.46 238.76 0.70

MH101 239.33 238.69 0.64

STM OUTLET TO POND 2 - (SOUTH)


MH206 244.17 241.69 2.48

MH205 244.64 241.67 2.96

MH204 240.59 238.03 2.56

MH203 239.87 236.85 3.02

MH202 234.32 231.84 2.48

MH201 232.59 231.65 0.93

STM OUTLET TO POND 3 - (NORTH WEST)


MH312 244.77 242.32 2.45

MH311 246.28 244.01 2.27

MH310 245.04 242.52 2.52

MH309 244.35 242.01 2.34

MH308 243.28 241.23 2.06

MH307 242.40 240.87 1.53

MH306 242.01 240.66 1.35

MH305 241.57 240.39 1.18

MH304 245.55 243.78 1.77

MH303 242.35 240.43 1.92

MH302 241.30 240.21 1.10

MH301 241.15 239.65 1.50

MH206 244.17 241.75 2.42

MH205 244.64 241.98 2.66

STM OUTLET TO GILBERT CREEK (PARIS LINKS ROAD)


MH403 240.89 238.33 2.56

MH402 237.66 235.08 2.58

MH401 237.75 235.04 2.71

EX 600Ø STM

EX 450Ø STM

EXISTING STORMWATER

MANAGEMENT POND

PROPERTY BOUNDARY

975X1535 HE STM750Ø STM

600Ø BY-PASS

STM SEWER

MH 501

MH

501

MH

503

MH 504

MH 505

600Ø STM

600Ø STM

(B

Y-P

AS

S )

600Ø STM

(BY-PASS )

600Ø STM

(BY-PASS)

MH

102

600Ø CULVERT

MAX 2.0% SLOPE

975X1535 HE STM

NOTES:



8, 2012.








DATED MARCH 2007.




POND 1

POND 3

POND 2

STM OUTLET TO GILBERT CREEK (EX SWM POND BYPASS)


EX MH05 241.39 240.77 0.62

EX MH04 241.17 240.55 0.62

EX MH03 242.55 240.38 2.17

MH 506 242.00 239.91 2.09

MH 505 242.00 239.66 2.33

MH 504 242.15 239.29 2.85

MH 503 241.51 238.95 2.56

MH 502 242.55 238.64 3.91

MH 501 241.64 238.55 3.09

EX 600Ø STM

OUTFLOW FROM EXISTING

STORMWATER MANAGEMENT POND TO

OUTLET TO GILBERT CREEK VIA

PROPOSED BY-PASS STORM SEWER

EX 1200Ø CULVERT

Park

R

i

v

e

r

v

i

e

w

T

e

r

r

a

c

e

Charlton D

r.

G

r

a

n

d

R

iv

e

r

G

i

l

b

e

r

t

C

r

e

e

k

G

i

l

b

e

r

t

C

r

e

e

k

Medium

Density

Medium

Density

Medium

Density

STREET A

S

T

R

E

E

T

C

S

T

R

E

E

T

B

S

T

R

E

E

T

D

ST

RE

ET

D

S

T

R

E

E

T

E

STREET F

S

T

R

E

E

T

F

STREET G

STREET H

ST

RE

ET

I

2

4

0

2

4

0

2

5

0

2

3

8

.

0

2

3

8

.

0

2

4

2

.

0

2

4

2

.

0

2

4

4

.0

244.0

2

4

6

.

0

2

4

6

.

0

248.0

2

4

8

.

0

2

5

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

5

2

.

0

2

5

4

.

0

2

5

6

.

0

2

5

8

.

0

2

4

0

2

3

8

.0

2

4

2

.

0

2

4

0

2

5

0

250

242.0

2

4

4

.

0

2

4

4

.

0

2

4

6

.

0

2

4

6

.

0

2

4

8

.0

248.0

2

5

2

.

0

252.0

2

5

4

.

0

2

5

4

.0

2

5

6

.0

2

5

6

.0

2

5

8

.

0

2

5

8

.

0

2

5

8

.

0

2

5

8

.

0

2

4

0

2

3

8

.

0

2

4

2

.0

2

4

4

.

0

2

4

6

.

0

240

2

4

2

.

0

2

4

4

.0

2

4

6

.

0

2

4

4

.

0

246.0

240

2

4

0

2

4

2

.0

2

4

2

.

0

2

4

4

.

0

24

0

2

4

2

.

0

2

4

4

.0

2

3

4

.

0

2

3

4

.

0

2

3

6

.

0

2

3

6

.

0

2

3

6

.

0

2

3

8

.

0

2

3

8

.0

2

3

0

226.0

228.0

232.0

234.0

2

3

4

.

0

2

3

4

.

0

2

3

6

.

0

2

3

8

.

0

2

4

0

2

5

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

4

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.0

2

4

6

.

0

2

4

8

.

0

2

4

0

2

5

0

2

3

6

.

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

5

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.0

2

4

8

.

0

242.0

2

4

2

.

0

2

4

4

.

0

2

4

6

.0

2

4

2

.

0

2

4

4

.0

2

4

6

.

0

2

4

8

.

0

2

4

0

2

5

0

2

5

0

2

3

6

.

0

2

3

8

.

0

2

4

2

.0

2

4

4

.0

2

4

6

.

0

2

4

8

.

0

2

4

8

.

0

0 16040 80 120

Meters

Scale Project No.

Figure No.

Figure Title

DrawnClient

File

N

am

e: 0

20

16

5_

FIG

09

(P

RE

LIM

S

AN

S

ER

V P

LA

N).d

wg

D

ate

P

lo

tte

d: O

cto

be

r 4

, 2

01

2 - 3

:4

5 P

M

Checked Date



PRELIMINARY SANITARY SERVICING PLAN

J.H.

1:2000 PGD020165

FIG9

P.H. 12/09/28

SCOTT AVE

GR

AN

D R

IV

ER

S

T N

SILVER ST

OA

K A

VE

WEST RIVER RD S

P

A

R

K

L

I

N

K

S

R

D

W

I

L

L

O

W

S

T

GR

EE

N LIN

E

C

O

N

S

O

L

I

D

A

T

E

D

D

R

DUNDAS ST E

W

I

L

L

O

W

S

T

K

I

N

G

E

D

W

A

R

D

S

T

P

A

R

I

S

R

D

G

R

A

N

D

R

IV

E

R

S

T

N

C

A

P

R

O

N

S

T

T

E

R

R

I

V

E

R

V

I

E

W

W

R

IV

E

R

S

T

B

R

O

A

D

W

A

Y

S

T

W

W

AS

H

IN

G

TO

N

S

T

CU

RT

IS

A

VE

S

SITE

250Ø SAN

250Ø SAN

300Ø SAN

300Ø SAN

200Ø SAN

200Ø SAN

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

200Ø SAN

300Ø SAN

250Ø SAN

200Ø SAN200Ø SAN

250Ø SAN

EX 200Ø SAN

200Ø SAN

200Ø SAN

200Ø SAN

200Ø SAN

200Ø SAN

2

0

0

Ø

S

A

N

200Ø SAN

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

200Ø SAN

2

0

0

Ø

S

A

N

200Ø SAN

200Ø SAN200Ø SAN

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

2

0

0

Ø

S

A

N

200Ø SAN

PROPOSED FORCEMAIN

CONCEPTUAL LOCATION OF

PROPOSED PUMP STATION

(FOR PUMP STATION DETAILS

REFER TO SANITARY PUMP

STATION CONCEPTUAL

LAYOUT F1)

M

H

3

9

A

M

H

3

7

A

M

H

3

8

A

M

H

3

2

A

M

H

3

3

A

M

H

3

4

A

M

H

2

4

A

M

H

2

5

A

M

H

2

6

A

M

H

2

7

A

M

H

2

8

A

MH

36A

MH 35AMH 30A

MH 29A

MH

31A

MH 19A

MH

20A

M

H

2

1

A

M

H

2

2

A

M

H

2

3

A

MH 18A

MH 17A

MH 10A

MH 5A

MH 9A

MH 6A

MH 7A

MH

8A

MH 11A

MH 4A

300Ø SAN

MH 3A

MH

2A

MH 1A

MH 16A

MH 13A

M

H

1

2

A

M

H

1

4

A

MH 15A

PROPERTY BOUNDARY

NOTES:






















AREA (ha)

POPULATION DENSITY

2

0

0

Ø

S

A

N

EXISTING PUMP STATION TO BE

DECOMMISSION AND EXISTING

SANITARY FLOW TO BE

RE-DIRECTED TO PROPOSED

SANITARY PUMP STATION VIA NEW

SANITARY SEWER NETWORK

PROPOSED SANITARY FORCEMAIN

TO BE CONNECTED TO EXISTING

SANITARY FORCEMAIN

EX 200Ø SAN

EX SWM POND

EXISTING FORCEMAIN PUMP

FLOWS TO EXISTING GRAVITY

SEWER ON GRAND RIVER ROAD

SECTION OF EXISTING

FORCEMAIN TO BE

DECOMMISSION

PROPOSED

SANITARY

FORCEMAIN

SANITARY SEWER NETWORK TO NEW PUMP STATION

SAN MH TOP OBV COVER

MH39A 245.55 241.87 3.68

MH38A 246.28 243.09 3.19

MH37A 244.96 241.53 3.43

MH36A 244.17 240.69 3.47

MH35A 243.71 240.08 3.63

MH34A 248.33 245.12 3.21

MH33A 247.03 243.88 3.15

MH32A 246.38 243.03 3.35

MH31A 243.91 240.40 3.51

MH30A 243.11 239.47 3.64

MH29A 242.75 239.09 3.66

MH28A 251.68 249.28 2.40

MH27A 252.05 248.89 3.16

MH26A 254.89 248.51 6.39

MH25A 251.45 247.11 4.35

MH24A 248.48 245.07 3.41

MH23A 245.27 241.77 3.50

MH22A 243.70 240.21 3.49

MH21A 242.91 238.87 4.04

MH20A 242.17 238.36 3.82

MH19A 240.85 237.72 3.13

MH18A 237.64 234.20 3.44

MH17A 240.77 233.66 7.11

MH16A 244.74 241.45 3.29

MH15A 246.29 243.02 3.27

MH14A 244.99 241.57 3.42

MH13A 244.28 240.92 3.37

MH12A 243.25 239.94 3.32

MH11A 243.88 239.07 4.81

MH10A 244.59 241.28 3.31

MH10A 244.59 241.16 3.42

MH9A 245.53 242.83 2.69

MH8A 242.88 239.86 3.02

MH7A 241.75 239.59 2.15

MH6A 241.69 239.22 2.47

MH5A 242.01 238.64 3.37

MH4A 242.29 238.19 4.10

MH3A 244.18 237.58 6.61

MH2A 239.85 233.36 6.49

MH1A 234.24 232.25 1.99

EX 200Ø SAN

300Ø SAN

Park

R

i

v

e

r

v

i

e

w

T

e

r

r

a

c

e

Charlton D

r.

G

r

a

n

d

R

iv

e

r

G

i

l

b

e

r

t

C

r

e

e

k

G

i

l

b

e

r

t

C

r

e

e

k

Medium

Density

Medium

Density

Medium

Density

STREET A

S

T

R

E

E

T

C

S

T

R

E

E

T

B

S

T

R

E

E

T

D

ST

RE

ET

D

S

T

R

E

E

T

E

STREET F

S

T

R

E

E

T

F

STREET G

STREET H

ST

RE

ET

I

2

4

0

2

4

0

2

5

0

2

3

8

.

0

2

3

8

.

0

2

4

2

.

0

2

4

2

.0

2

4

4

.0

244.0

246.0

2

4

6

.0

2

4

8

.

0

248.0

2

4

0

2

3

8

.0

2

4

2

.

0

2

5

0

2

4

2

.

0

2

4

2

.

0

2

4

4

.0

244.0

2

4

6

.0

246.0

2

4

8

.

0

2

4

0

2

4

2

.

0

2

4

4

.0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

4

0

238.0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

246.0

2

4

0

25

0

2

5

0

2

3

6

.

0

2

3

8

.0

2

4

2

.

0

2

4

2

.0

2

4

4

.0

244.0

2

4

6

.

0

246.0

248.0

2

4

8

.

0

2

4

0

2

5

0

2

3

6

.

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

3

0

2

2

6

.0

2

2

8

.

0

232.0

234.0

2

3

6

.

0

230

2

2

6

.

0

228.0

232.0

2

3

4

.

0

2

3

6

.

0

2

4

0

2

5

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

2

5

2

.

0

2

5

4

.

0

2

5

6

.

0

2

5

8

.

0

2

4

0

2

5

0

2

4

2

.

0

2

4

4

.

0

2

4

6

.

0

2

4

8

.

0

252.0

2

5

4

.

0

256.0

2

5

8

.

0

250

2

4

4

.

0

2

4

6

.

0

248.0

2

5

2

.

0

2

5

4

.

0

2

5

6

.

0

2

5

8

.0

2

4

4

.

0

2

4

4

.

0

246.0

2

4

6

.

0

2

4

6

.

0

2

4

0

240

2

4

2

.

0

2

4

2

.

0

2

4

4

.

0

2

4

4

.

0

2

4

0

2

3

8

.

0

2

4

2

.

0

2

4

4

.

0

240

2

4

2

.

0

2

4

4

.0

2

4

6

.

0

24

0

2

4

2

.

0

2

4

4

.0

PARIS LINKS ROAD

0 16040 80 120

Meters

Scale Project No.

Figure No.

Figure Title

DrawnClient

File

N

am

e: 0

20

16

5_

FIG

10

(P

RE

LIM

W

AT

S

ER

V P

LA

N).d

wg

D

ate

P

lo

tte

d: O

cto

be

r 4

, 2

01

2 - 3

:4

8 P

M

Checked Date



PRELIMINARY WATER SERVICING PLAN

J.H.

1:2000 PGD020165

FIG10

P.H. 12/09/28

SCOTT AVE

GR

AN

D R

IV

ER

S

T N

SILVER ST

OA

K A

VE

WEST RIVER RD S

P

A

R

K

L

I

N

K

S

R

D

W

I

L

L

O

W

S

T

GR

EE

N LIN

E

C

O

N

S

O

L

I

D

A

T

E

D

D

R

DUNDAS ST E

W

I

L

L

O

W

S

T

K

I

N

G

E

D

W

A

R

D

S

T

P

A

R

I

S

R

D

G

R

A

N

D

R

IV

E

R

S

T

N

C

A

P

R

O

N

S

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NOTES:






















EX 350Ø WATERMAIN

CONNECT TO EXISTING

WATERMAIN ON PARIS

LINKS ROAD

CONNECT TO EXISTING

WATERMAIN ON PARIS

LINKS ROAD

CONNECT TO EXISTING

WATERMAIN ON PARIS

LINKS ROAD

EX 150Ø WATERMAIN

EX 350Ø WATERMAIN

A

pp

end

ix A

Appendix A

Geotechnical Report

Ap

pen

dix B

Appendix B

Preliminary Storm Sewer Design Calculations

STORM SEWER DESIGN SHEET: (5 Year Storm)

PROPOSED STM SEWER TO POND 1Paris Grand Subdivision, County of Brant

Rainfall Intensity = A

Project #: PGD020165 Min. Diameter = 300 mm (Tc+B)^c where Tc is in minutes

Date: OCT 2012 Mannings 'n'= 0.013 A = 1593

Designed: TPH Starting Tc = 10 min B = 11 (5 Yr)

Checked: FJB Factor of Safety = 10 % C = 0.8789 NOMINAL PIPE SIZE USED

ACCUM.

DESCRIPTION FROM TO AREA RUNOFF 'AR' ACCUM. RAINFALL FLOW CONSTANT CONSTANT TOTAL LENGTH SLOPE PIPE FULL FLOW FULL FLOW INITIAL TIME OF ACC. TIME OF PERCENT

MH MH COEFFICIENT 'AR' INTENSITY FLOW FLOW FLOW DIAMETER CAPACITY VELOCITY Tc CONCENTRATION CONCENTRATION FULL

(ha) "R" (mm/hr) (m3/s) (m3/s) (m3/s) (m3/s) (m) (%) (mm) (m3/s) (m/s) (min) (min) (min) (%)

STREET C MH120 MH118 1.14 0.60 0.68 0.68 109.7 0.208 0.000 0.000 0.208 48.9 0.50 525 0.304 1.40 10.00 0.58 10.58 68%

STREET C MH119 MH118 1.06 0.60 0.64 0.64 109.7 0.194 0.000 0.000 0.194 109.4 1.25 450 0.319 2.00 10.00 0.91 10.91 61%

STREET F MH118 MH117 1.49 0.60 0.89 2.21 105.7 0.650 0.000 0.000 0.650 156.2 0.50 750 0.787 1.78 10.91 1.46 12.37 83%

STREET F MH117 MH116 1.27 0.60 0.76 2.97 99.8 0.825 0.000 0.000 0.825 111.2 0.40 825 0.908 1.70 12.37 1.09 13.46 91%

STREET F MH116 MH115 0.86 0.60 0.52 3.49 95.9 0.930 0.000 0.000 0.930 96.6 0.40 900 1.145 1.80 13.46 0.89 14.36 81%

STREET C MH124 MH123 0.40 0.60 0.24 0.24 109.7 0.074 0.000 0.000 0.074 62.2 2.00 300 0.137 1.93 10.00 0.54 10.54 54%

STREET C MH123 MH122 0.21 0.60 0.13 0.37 107.3 0.109 0.000 0.000 0.109 32.8 2.00 300 0.137 1.93 10.54 0.28 10.82 80%

STREET E MH122 MH121 1.01 0.60 0.60 0.97 106.1 0.286 0.000 0.000 0.286 126.9 2.00 450 0.403 2.54 10.82 0.83 11.65 71%

STREET E MH121 MH115 0.80 0.60 0.48 1.45 102.6 0.414 0.000 0.000 0.414 112.2 0.40 675 0.532 1.49 11.65 1.26 12.91 78%

STREET F MH115 MH114 0.60 0.60 0.36 5.31 92.9 1.370 0.000 0.000 1.370 83.7 0.40 1050 1.727 1.99 14.36 0.70 15.06 79%

STREET F MH114 MH106 0.16 0.60 0.10 5.40 90.7 1.362 0.000 0.000 1.362 31.6 0.40 1050 1.727 1.99 15.06 0.26 15.32 79%

STREET C MH113 MH112 1.43 0.60 0.86 0.86 109.7 0.262 0.000 0.000 0.262 98.5 0.40 600 0.388 1.37 10.00 1.20 11.20 67%

STREET C MH112 MH111 0.89 0.60 0.54 1.39 104.5 0.405 0.000 0.000 0.405 89.2 0.40 675 0.532 1.49 11.20 1.00 12.20 76%

STREET C MH111 MH110 0.98 0.60 0.59 1.98 100.5 0.554 0.000 0.000 0.554 95.7 1.50 675 1.030 2.88 12.20 0.55 12.75 54%

STREET C MH110 MH109 0.58 0.60 0.35 2.33 98.4 0.637 0.000 0.000 0.637 77.2 2.00 675 1.189 3.32 12.75 0.39 13.14 54%

STREET D MH109 MH108 0.95 0.60 0.57 2.90 97.0 0.781 0.000 0.000 0.781 105.9 3.00 675 1.456 4.07 13.14 0.43 13.57 54%

STREET D MH108 MH107 0.43 0.60 0.26 3.16 95.5 0.838 0.000 0.000 0.838 51.5 3.00 675 1.456 4.07 13.57 0.21 13.78 58%

STREET D MH107 MH106 0.13 0.60 0.08 3.24 94.8 0.852 0.000 0.000 0.852 27.6 3.00 675 1.456 4.07 13.78 0.11 13.90 59%

STREET D MH106 MH105 0.35 0.60 0.21 8.85 89.9 2.211 0.000 0.000 2.211 44.0 1.00 1050 2.731 3.15 15.32 0.23 15.55 81%

STREET D MH105 MH103 0.56 0.60 0.34 9.19 89.2 2.277 0.000 0.000 2.277 100.2 0.40 1350 3.376 2.36 15.55 0.71 16.26 67%

STREET D MH104 MH103 0.22 0.60 0.13 0.13 109.7 0.040 0.000 0.000 0.040 37.4 0.50 300 0.068 0.97 10.00 0.65 10.65 58%

MED DENSITY BLOCK MH103 MH102 1.52 0.75 1.14 10.45 87.2 2.532 0.000 0.000 2.532 210.6 0.40 1350 3.376 2.36 16.26 1.49 17.75 75%

STREET B MH126 MH125 0.20 0.90 0.18 0.18 109.7 0.056 0.000 0.000 0.056 101.4 5.00 300 0.216 3.06 10.00 0.55 10.55 26%

STREET B MH125 MH102 0.21 0.90 0.19 0.37 107.2 0.110 0.000 0.000 0.110 111.2 6.50 300 0.247 3.49 10.55 0.53 11.08 45%

TO POND 1 MH102 MH101 0.03 0.60 0.02 10.84 83.2 2.506 0.000 0.000 2.506 18.0 0.40 1350 3.376 2.36 17.75 0.13 17.88 74%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

\\MONTY\Shared Work Areas\020165 - PARIS GRAND SUBDIVISION\Civil\7_DesignDocs\020165_STM_5 yr (PRE ENG_POND 1):STM








ACCUM.




PARIS LINKS MH205 MH204 0.89 0.60 0.53 0.53 109.7 0.163 0.000 0.000 0.163 168.0 1.50 375 0.215 1.94 10.00 1.44 11.44 76%

STREET G MH204 MH203 0.49 0.60 0.29 0.83 103.5 0.237 0.000 0.000 0.237 92.1 1.00 450 0.285 1.79 11.44 0.86 12.30 83%

STREET G MH206 MH203 1.13 0.60 0.68 0.68 109.7 0.206 0.000 0.000 0.206 183.2 2.50 375 0.277 2.51 10.00 1.22 11.22 74%

MED DENSITY BLOCK MH203 MH202 3.34 0.75 2.50 4.01 100.1 1.114 0.000 0.000 1.114 222.6 2.25 675 1.261 3.52 12.30 1.05 13.35 88%

TO POND 2 MH202 MH201 0.09 0.75 0.07 4.08 96.3 1.091 0.000 0.000 1.091 38.2 0.50 900 1.280 2.01 13.35 0.32 13.67 85%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%









ACCUM.




STREET I MH311 MH310 1.30 0.60 0.78 0.78 109.7 0.237 0.000 0.000 0.237 72.7 2.00 450 0.403 2.54 10.00 0.48 10.48 59%

STREET I MH310 MH309 0.21 0.60 0.12 0.90 107.5 0.270 0.000 0.000 0.270 29.3 2.00 450 0.403 2.54 10.48 0.19 10.67 67%

STREET H MH312 MH309 1.21 0.60 0.73 0.73 109.7 0.221 0.000 0.000 0.221 102.0 0.40 525 0.272 1.26 10.00 1.35 11.35 81%

STREET I MH309 MH308 0.30 0.60 0.18 1.81 103.8 0.522 0.000 0.000 0.522 52.2 1.50 600 0.752 2.66 11.35 0.33 11.68 69%

STREET I MH308 MH307 0.23 0.60 0.14 1.95 102.5 0.556 0.000 0.000 0.556 41.3 0.50 750 0.787 1.78 11.68 0.39 12.07 71%

STREET G MH206 MH307 1.28 0.60 0.77 0.77 109.7 0.234 0.000 0.000 0.234 146.3 0.50 525 0.304 1.40 10.00 1.74 11.74 77%

STREET I MH307 MH306 0.47 0.60 0.28 3.00 101.0 0.843 0.000 0.000 0.843 91.9 0.20 975 1.002 1.34 12.07 1.14 13.21 84%

PARIS LINKS MH205 MH306 0.90 0.60 0.54 0.54 109.7 0.164 0.000 0.000 0.164 166.6 0.75 450 0.247 1.55 10.00 1.79 11.79 66%

STREET A MH306 MH305 1.09 0.60 0.65 4.19 96.8 1.128 0.000 0.000 1.128 95.2 0.20 1200 1.744 1.54 13.21 1.03 14.24 65%

STREET A MH305 MH302 0.71 0.60 0.43 4.62 93.3 1.197 0.000 0.000 1.197 48.6 0.20 1200 1.744 1.54 14.24 0.53 14.76 69%

STREET A MH304 MH303 1.91 0.70 1.34 1.34 109.7 0.408 0.000 0.000 0.408 74.5 4.50 450 0.605 3.80 10.00 0.33 10.33 67%

STREET A MH303 MH302 0.06 0.60 0.04 1.38 108.2 0.414 0.000 0.000 0.414 35.4 0.20 750 0.498 1.13 10.33 0.52 10.85 83%

TO POND 3 MH302 MH301 0.02 0.60 0.01 6.01 91.6 1.529 0.000 0.000 1.529 17.0 0.20 1200 1.744 1.54 14.76 0.18 14.95 88%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%



PARIS LINKS ROAD DRAINAGE TO GILBERT CK (BETWEEN STREET B & D)Paris Grand Subdivision, County of Brant






ACCUM.




PARIS LINKS RD MH403 MH402 1.17 0.60 0.70 0.70 109.7 0.214 0.000 0.000 0.214 211.4 1.50 450 0.349 2.20 10.00 1.60 11.60 61%

TO GILBERT CREEK MH402 MH401 0.01 0.90 0.01 0.71 102.8 0.203 0.000 0.000 0.203 8.1 0.50 525 0.304 1.40 11.60 0.10 11.70 67%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

\\MONTY\Shared Work Areas\020165 - PARIS GRAND SUBDIVISION\Civil\7_DesignDocs\020165_STM_5 yr (PRE ENG_PARIS TO GILBERT):STM


EX PARIS LINKS ROAD SWM POND - BYPASS TO GILBERT CREEKParis Grand Subdivision, County of Brant






ACCUM.




OUTLET FROM EX PONDEX STM MH05EX STM MH04 0.03 0.60 0.02 0.02 109.7 0.005 0.795 0.795 0.800 23.6 0.76 600 0.536 1.90 10.00 0.21 10.21 149%

SWM BLOCK EX STM MH04EX STM MH 03 0.03 0.60 0.02 0.04 108.7 0.011 0.000 0.795 0.806 36.1 0.25 600 0.306 1.08 10.21 0.56 10.76 263%

PARIS LINKS EX STM MH 03MH 506 0.07 0.60 0.04 0.08 106.3 0.024 0.000 0.795 0.819 35.8 1.00 600 0.614 2.17 10.76 0.27 11.04 133%

PARIS LINKS MH 506 MH 505 0.02 0.60 0.01 0.09 105.1 0.027 0.000 0.795 0.822 9.1 2.00 600 0.868 3.07 11.04 0.05 11.09 95%

PARIS LINKS MH 505 MH 504 0.00 0.00 0.00 0.09 104.9 0.027 0.000 0.795 0.822 13.4 2.00 600 0.868 3.07 11.09 0.07 11.16 95%

STREET A MH 504 MH 503 0.00 0.00 0.00 0.09 104.6 0.027 0.000 0.795 0.822 85.9 0.30 600 0.336 1.19 11.16 1.20 12.36 244%

STREET A MH 503 MH 502 0.00 0.00 0.00 0.09 99.9 0.026 0.000 0.795 0.821 85.0 0.30 600 0.336 1.19 12.36 1.19 13.56 244%

TO GILBERT CREEK MH 502 MH 501 0.00 0.00 0.00 0.09 95.6 0.025 0.000 0.795 0.820 30.3 0.30 600 0.336 1.19 13.56 0.42 13.98 244%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

0 0.00 0.00 0.00 0.00 0.0 0.000 0.000 0.000 0.000 0.0 0.00 0 0.000 0.00 0.00 0.00 0.00 0%

\\MONTY\Shared Work Areas\020165 - PARIS GRAND SUBDIVISION\Civil\7_DesignDocs\020165_STM_5 yr (PRE ENG_EX SWM BYPASS TO GILBERT):STM

A

pp

end

ix C

Appendix C

Stormwater Management Calculations and Modelling

Project: Paris Grand

Location: Paris

Project #: PGD020165

Designer: L. Garner

Date: 27-Sep-2012

Composite Runoff Coefficent Calculations

POND 1 - EAST OF GILBERT CREEK

Total Area = 21.47 ha

Area (ha) A x C

Low Density incl ROWs = 16.81 0.60 10.09

Medium Density = 1.70 0.75 1.27

SWM Block (Allowance) = 1.71 0.75 1.28

External Area (Undeveloped)= 1.25 0.25 0.31

21.47 0.60 = C (comp)

POND 2 -SOUTH


Area (ha) A x C




External Area (Paris Rd ROW) = 0.38 0.60 0.23

6.37 0.69 = C (comp)

POND 3 - WEST OF GILBERT CREEK


Area (ha) A x C




External Area (Paris Rd ROW) = 0.44 0.60 0.27

External Area (Undeveloped)= 0.48 0.25 0.12

11.23 0.60 = C (comp)

Brant Runoff

'C'

Brant Runoff

'C'

Brant Runoff

'C'

20120927 Composite Runoff Coefficient and Total Imperviousness Calcs


Location: Paris


Designer: L. Garner

Date: 27-Sep-2012

Runoff Coefficient and % Imperviousness Calculations


RC (Runoff Coefficient) = 0.60 Composite RC calculated on previous page

imp (imperviousness) = ?

RC = 0.7imp + 0.2

imp = 0.57

POND 2 -SOUTH



RC = 0.7imp + 0.2

imp = 0.70




RC = 0.7imp + 0.2

imp = 0.57

20120927 Composite Runoff Coefficient and Total Imperviousness Calcs


Location: Paris


Designer: L.Garner/K.Harrington

Date: 27-Sep-2012

Uplands Method for Time to Peak Calculation

This method is most applicable in watersheds with varying topography or land cover, as it will

account for a number of different flow regimes and calculate a single Tc & Tp

Uplands Method -- Time of Concentration Watersheds

*values obtained from Armtec Text Book

Flow Regime V/S^0.5

Grassed Waterway 4.6

Gully 6.1

Grass Overland 2.3

Forest Overland 0.6

Pavement 6.1

Woodland 1.5

Watershed Information

WS Area Length Slope CN Time to Peak XIMP

(ha) (m) (m/m) (hrs)

101 12.36 538 0.019 70 0.29 47%

102 6.86 332 0.02 70 0.16 46%

103 6.27 192 0.02 70 0.24 46%

NOTE: Time to Peak = 0.60Tc

Uplands Method -- Time of Concentration for Pre Development Watersheds

WS Length Slope V/S^0.5 Tc

101 538 0.019 2.3 0.48

0 0 6.1 0.00

0 0 6.1 0.00

Total 0.48

102 334 0.0239521 2.3 0.26

0 0 0 0.00

Total 0.26

103 192 0.0052083 2.3 0.32

128 0.0390625 2.3 0.08

Total 0.40

* Vary V/S^0.5 based on

watershed cover and

portioned flow lengths

within the catchment

(see table above).

20120927 Time to Peak Calculator


Location: Paris


Designer: L. Garner

Date: 27-Sep-2012

Swmhymo LGI Calculation

Post Development

ID Description Area LGI

201 - Pond 1 East Area 21.47 378

202 - Pond 3 West Area 11.23 274

203 - Pond 2 South Area 6.37 206

Catchment

20120927 SWMHYMO LGI


Location: Paris


Designer: L. Garner

Date: 27-Sep-2012

Extended Detention Storage Required25 mm over 24 hours (MOE, Stormwater Management Planning and Design Guidelines, 2003)


Area = 21.47 ha

Imp= 0.57 %

25 mm x 21.47 ha x 0.57 x 10 = 3059.48 m³ [Storage Volume Required]

3059.48 m³ /24/3600 x 1.5 = 0.053 m³/s [Peak Flow Required]

Peaking Factor

POND 2 -SOUTH

Area = 6.37 ha

Imp= 0.7 %



Peaking Factor


Area = 11.23 ha

Imp= 0.57 %



Peaking Factor

20120927 Extended Detention Calcs

POND 1

MOE Tables for Level of Quality Control

Taken from Stormwater Management Planning and Deisgn Manual (2003)

Table 3.2 Water Quality Storage Requirements Based on Receiving Waters.

WET POND

INPUT SITE IMPERVIOUS VALUE TO OBTAIN STORAGE VOLUME REQUIREMENTS

IMPERVIOUSNESS 57 %

Protection Level (1, 2, or 3) 1

NOTE - 40 cu.m/ha has been removed from MOE table values for Ex. Detention Portion

Enhanced (Level 1) Protection

Imperviousness (%)

Permanent Pool

StorageVolume (cu.m./ha)

35 100

55 150

70 185

85 210

57 152 *design site

95.0 236 Extrapolated

REQUIRED PERMANENT POOL VOLUME

152 cu.m/ha x 21.47 ha = 3263.44 m³

y = 2.2237x + 25.046

0

50

100

150

200

250

0 20 40 60 80 100

P.P

. S

tora

ge

Vo

lum

e

(cu

m/h

a)

Impervious Level

ENHANCED (Level 1) PROTECTION

POND 2




WET POND


IMPERVIOUSNESS 70 %




Imperviousness (%)

Permanent Pool


35 100

55 150

70 185

85 210


185 cu.m/ha x 6.37 ha = 1178.45 m³

y = 2.2237x + 25.046

0

50

100

150

200

250

0 20 40 60 80 100P.P

. S

tora

ge

Vo

lum

e

(cu

m/h

a)

Impervious Level


POND 3




WET POND


IMPERVIOUSNESS 57 %




Imperviousness (%)

Permanent Pool


35 100

55 150

70 185

85 210

57 152 *design site

95.0 236 Extrapolated


152 cu.m/ha x 11.23 ha = 1706.96 m³

y = 2.2237x + 25.046

0

50

100

150

200

250

0 20 40 60 80 100

P.P

. S

tora

ge

Vo

lum

e

(cu

m/h

a)

Impervious Level


Preliminary Water Balance Pre-Development Conditions Based on Table 3.1 of the MOE SWM Planning and Design Manual (March 2003) Soil description: Sand, silt & bedrock, use: Fine Sand Cover type: urban lawns Total precipitation: 892 mm/yr - Brantford MOE Station Evapotranspiration: 515 mm/yr - MOE 2003 Runoff: 127 mm/yr - runoff = TP – E - I Infiltration: 250 mm/yr - LVM Hydrogeology Study Infiltration factor based on: Topography – rolling lands – 0.2 Soils – open sandy loams – 0.4 Cover – Cultivated lands – 0.1 Total factor – 0.7 Infiltration = 250 mm/yr x 0.7 = 175 mm/yr Golf course – Urban lawns/shallow rooted crops:

• Drainage area 1 (East of Gilbert Creek): 21.47 ha

• Drainage area 2 (South to Wetland): 6.37 ha

• Drainage area 3 (West of Gilbert Creek): 11.23 ha

• Total area: 39.07 ha Approximately 15% of the site consists of: golf cart trails, parking & club house Total pervious area: 33.20 ha Pre-development volume is:

Total Annual infiltration Volume = Annual Infiltration Depth x Site Area = 175 mm/yr x 33.20 ha = 58,100 m

3/yr

Post-Development Conditions Under post development conditions the land use on site will be residential, with an imperviousness of 0.59% Based on Table 3.1 of the MOE SWM Planning and Design Manual (March 2003) Soil description: Sand, silt & bedrock, use: Fine Sand Cover type: urban lawns Total precipitation: 892 mm/yr - Brantford MOE Station Evapotranspiration: 515 mm/yr - MOE 2003 Runoff: 127 mm/yr - runoff = TP – E - I Infiltration: 250 mm/yr - LVM Hydrogeology Study Infiltration factor based on: Topography – Flat land (yards will be relatively flat) – 0.3 Soils – open sandy loams – 0.4 Cover – Cultivated lands – 0.1 Total factor – 0.8 Infiltration = 250 mm/yr x 0.8 = 200 mm/yr The post development infiltration volume is equal to that occurring on landscaped/yards/parks areas, as follows: 39.07 ha x 0.41% = 16.02 ha Total Annual infiltration Volume = Annual Infiltration Depth x landscaping area = 200 mm/yr x 16.02 ha = 32,040 m

3/yr

Annual infiltration deficit = Pre-development infiltration Vol. – Post dev. Infil. Vol. = 58,100 m

3/yr – 32,040 m

3/yr

= 26,060 m3/yr*

*To be confirmed at detailed design

SWMHYMO Modelling

Pre and Post Development � External Area Not Included

Data File

(C:\...PG3.dat)

R.J. Burnside & Associates Ltd Page 1

00001> 2 Metric units00002> *#******************************************************************************00003> *# Project Name: [Paris Grand] Project Number: [PGD020165]00004> *# Date : 09-27-201200005> *# Modeller : [L.Garner]00006> *# Company : R.J. Burnside & Associates Ltd.00007> *# License # : 3877524 00008> *#******************************************************************************00009> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)*00010> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[1] 00011> *% ["25mm4hr.stm"] <--storm filename00012> *%-----------------|-----------------------------------------------------------|00013> READ STORM STORM_FILENAME=["STORM.001"]00014> *%-----------------|-----------------------------------------------------------|00015> *00016> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK*00017> *00018> *%-----------------|-----------------------------------------------------------|00019> *East Side of Creek*00020> *00021> CALIB NASHYD ID=[1], NHYD=["101"], DT=[2]min, AREA=[13.01](ha),00022> DWF=[0](cms), CN/C=[61], IA=[2.5](mm),00023> N=[3], TP=[0.29]hrs,00024> RAINFALL=[ , , , , ](mm/hr), END=-100025> *%-----------------|-----------------------------------------------------------|00026> *West Side of Creek*00027> *00028> CALIB NASHYD ID=[2], NHYD=["102"], DT=[2]min, AREA=[6.86](ha),00029> DWF=[0](cms), CN/C=[61], IA=[2.5](mm),00030> N=[3], TP=[0.16]hrs,00031> RAINFALL=[ , , , , ](mm/hr), END=-100032> *%-----------------|-----------------------------------------------------------|00033> *Wetland*00034> *00035> CALIB NASHYD ID=[3], NHYD=["103"], DT=[2]min, AREA=[6.27](ha),00036> DWF=[0](cms), CN/C=[61], IA=[2.5](mm),00037> N=[3], TP=[0.24]hrs,00038> RAINFALL=[ , , , , ](mm/hr), END=-100039> *%-----------------|-----------------------------------------------------------|00040> *00041> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK*00042> *00043> *%-----------------|-----------------------------------------------------------|00044> *East Side of Creek*00045> *00046> CALIB STANDHYD ID=[4], NHYD=["201"], DT=[2.0](min), AREA=[11.95](ha),00047> XIMP=[0.40], TIMP=[0.57], DWF=[0](cms), LOSS=[2], 00048> SCS curve number CN=[75],00049> Pervious surfaces: IAper=[5.0](mm), SLPP=[2.0](%), 00050> LGP=[40](m), MNP=[0.20], SCP=[0](min),00051> Impervious surfaces: IAimp=[2.0](mm), SLPI=[0.5](%), 00052> LGI=[282](m), MNI=[0.015], SCI=[0](min)00053> RAINFALL=[ , , , , ](mm/hr) , END=-100054> *%-----------------|-----------------------------------------------------------|00055> *East Pond, Pond 1*00056> ROUTE RESERVOIR IDout=[5], NHYD=["Pond1"], IDin=[4], 00057> RDT=[2](min), 00058> TABLE of ( OUTFLOW-STORAGE ) values 00059> (cms) - (ha-m)00060> [ 0.000 , 0.000 ] 00061> [ 0.053 , 0.3059 ] ED00062> [ 0.156 , 0.3250 ] two00063> [ 0.283 , 0.3325 ] five00064> [ 0.362 , 0.3400 ] ten00065> [ 0.492 , 0.3725 ] twentyfive00066> [ 0.697 , 0.4100 ] hundred00067> [ -1 , -1]00068> IDovf=[10], NHYDovf=["C1over"]00069> *%-----------------|-----------------------------------------------------------|00070> PRINT HYD ID=[6], # OF PCYCLES=[5]00071> *%-----------------|-----------------------------------------------------------|00072> *West Side of Gilbert Creek*00073> *00074> CALIB STANDHYD ID=[7], NHYD=["202"], DT=[2.0](min), AREA=[11.23](ha),00075> XIMP=[0.40], TIMP=[0.57], DWF=[0](cms), LOSS=[2], 00076> SCS curve number CN=[75],00077> Pervious surfaces: IAper=[5.0](mm), SLPP=[2.0](%), 00078> LGP=[40](m), MNP=[0.20], SCP=[0](min),00079> Impervious surfaces: IAimp=[2.0](mm), SLPI=[0.5](%), 00080> LGI=[274](m), MNI=[0.015], SCI=[0](min)00081> RAINFALL=[ , , , , ](mm/hr) , END=-100082> *%-----------------|-----------------------------------------------------------|00083> *Wast Pond, Pond 3*00084> 00085> ROUTE RESERVOIR IDout=[8], NHYD=["Pond3"], IDin=[7], 00086> RDT=[2](min), 00087> TABLE of ( OUTFLOW-STORAGE ) values 00088> (cms) - (ha-m)00089> [ 0.000 , 0.000 ] 00090> [ 0.028 , 0.1600] ED00091> [ 0.076 , 0.160 ] two00092> [ 0.137 , 0.240 ] five00093> [ 0.174 , 0.260 ] ten00094> [ 0.236 , 0.350 ] twentyfive00095> [ 0.332 , 0.450 ] hundred00096> [ -1 , -1]00097> IDovf=[10], NHYDovf=["C1over"]00098> *%-----------------|-----------------------------------------------------------|00099> PRINT HYD ID=[6], # OF PCYCLES=[5]00100> *%-----------------|-----------------------------------------------------------|00101> *South Pond to Wetland*00102> *00103> CALIB STANDHYD ID=[9], NHYD=["203"], DT=[2.0](min), AREA=[6.37](ha),00104> XIMP=[0.55], TIMP=[0.70], DWF=[0](cms), LOSS=[2], 00105> SCS curve number CN=[75],00106> Pervious surfaces: IAper=[5.0](mm), SLPP=[2.0](%), 00107> LGP=[40](m), MNP=[0.20], SCP=[0](hrs),00108> Impervious surfaces: IAimp=[2.0](mm), SLPI=[0.5](%), 00109> LGI=[206](m), MNI=[0.015], SCI=[0](hrs)00110> RAINFALL=[ , , , , ](mm/hr) , END=-100111> *%-----------------|-----------------------------------------------------------|00112> *South Pond, Pond 2*00113> ROUTE RESERVOIR IDout=[7], NHYD=["Pond2"], IDin=[9], 00114> RDT=[2](min), 00115> TABLE of ( OUTFLOW-STORAGE ) values 00116> (cms) - (ha-m)00117> [ 0.000 , 0.000 ] 00118> [ 0.019 , 0.1115 ] ED00119> [ 0.087 , 0.090 ] two00120> [ 0.156 , 0.120 ] five00121> [ 0.199 , 0.160 ] ten00122> [ 0.269 , 0.250 ] twentyfive00123> [ 0.387 , 0.300 ] hundred00124> [ -1 , -1]00125> IDovf=[10], NHYDovf=["C1over"]00126> *%-----------------|-----------------------------------------------------------|00127> PRINT HYD ID=[6], # OF PCYCLES=[5]00128> *%-----------------|-----------------------------------------------------------|00129> *% 2-year SCS Storm Distribution for Gilbert Creek , ON. (24-hour)00130> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[2] 00131> *% ["2SCS24.stm"] <--storm filename00132> *%-----------------|-----------------------------------------------------------|00133> *% 5-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00134> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[3] 00135> *% ["5SCS24.stm"] <--storm filename

00136> *%-----------------|-----------------------------------------------------------|00137> *% 10-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00138> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[4] 00139> *% ["10SCS24.stm"] <--storm filename00140> *%-----------------|-----------------------------------------------------------|00141> *% 25-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00142> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[5] 00143> *% ["25SCS24.stm"] <--storm filename00144> *%-----------------|-----------------------------------------------------------|00145> *% 50-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00146> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[5] 00147> *% ["50SCS24.stm"] <--storm filename00148> *%-----------------|-----------------------------------------------------------|00149> *% 100-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00150> START TZERO=[0.0], METOUT=[2], NSTORM=[2], NRUN=[6] 00151> *% ["100SCS24.stm"] <--storm filename00152> *% ["Hzl12h15.stm.stm"]00153> *%-----------------|-----------------------------------------------------------|00154> FINISH00155> 00156> 00157> 00158> 00159> 00160> 00161> 00162> 00163> 00164> 00165> 00166> 00167> 00168> 00169> 00170> 00171> 00172> 00173> 00174> 00175> 00176> 00177> 00178> 00179> 00180> 00181> 00182> 00183> 00184> 00185> 00186> 00187> 00188> 00189> 00190> 00191> 00192> 00193> 00194> 00195> 00196> 00197> 00198> 00199> 00200> 00201> 00202> 00203> 00204> 00205> 00206> 00207>

SWMHYMO Modelling

Pre and Post Development � External Area Not Included

Output File

(C:\...PG3.out)


00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 387752400009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: R.J. Burnside & Associates Ltd +++++++++00025> +++++++++ Brampton SERIAL#:3877524 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2012-09-27 TIME: 15:51:01 RUN COUNTER: 000170 *00039> *******************************************************************************00040> * Input filename: C:\SWMHYM~1\PARISG~1\PG3.dat *00041> * Output filename: C:\SWMHYM~1\PARISG~1\PG3.out *00042> * Summary filename: C:\SWMHYM~1\PARISG~1\PG3.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [Paris Grand] Project Number: [PGD020165] 00053> *# Date : 09-27-2012 00054> *# Modeller : [L.Garner] 00055> *# Company : R.J. Burnside & Associates Ltd. 00056> *# License # : 3877524 00057> *#******************************************************************************00058> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 00059> --------------------00060> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 00061> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 00062> TZERO = .00 hrs on 000063> METOUT= 2 (output = METRIC) 00064> NRUN = 00100065> NSTORM= 100066> # 1=25mm4hr.stm 00067> --------------------------------------------------------------------------------00068> 001:0002------------------------------------------------------------------------00069> --------------------00070> | READ STORM | Filename: 25mm Chicago Storm Distribution (24-hour00071> | Ptotal= 25.00 mm| Comments: 25mm Chicago Storm Distribution (24-hour00072> --------------------00073> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00074> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00075> .17 1.500 | 1.33 36.300 | 2.50 2.850 | 3.67 1.50000076> .33 2.100 | 1.50 23.550 | 2.67 2.400 | 3.83 1.05000077> .50 2.250 | 1.67 9.900 | 2.83 2.250 | 4.00 .60000078> .67 2.550 | 1.83 6.300 | 3.00 2.100 | 4.17 .30000079> .83 4.050 | 2.00 4.800 | 3.17 1.800 |00080> 1.00 7.500 | 2.17 3.900 | 3.33 1.650 |00081> 1.17 24.000 | 2.33 3.150 | 3.50 1.650 |00082> 00083> --------------------------------------------------------------------------------00084> 001:0003------------------------------------------------------------------------00085> * 00086> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00087> * 00088> *East Side of Creek* 00089> * 00090> ----------------------00091> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0000092> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000093> ---------------------- U.H. Tp(hrs)= .29000094> 00095> Unit Hyd Qpeak (cms)= 1.71400096> 00097> PEAK FLOW (cms)= .081 (i)00098> TIME TO PEAK (hrs)= 1.73300099> RUNOFF VOLUME (mm)= 2.73800100> TOTAL RAINFALL (mm)= 25.00000101> RUNOFF COEFFICIENT = .11000102> 00103> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00104> 00105> --------------------------------------------------------------------------------00106> 001:0004------------------------------------------------------------------------00107> *West Side of Creek* 00108> * 00109> ----------------------00110> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0000111> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000112> ---------------------- U.H. Tp(hrs)= .16000113> 00114> Unit Hyd Qpeak (cms)= 1.63800115> 00116> PEAK FLOW (cms)= .056 (i)00117> TIME TO PEAK (hrs)= 1.56700118> RUNOFF VOLUME (mm)= 2.73800119> TOTAL RAINFALL (mm)= 25.00000120> RUNOFF COEFFICIENT = .11000121> 00122> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00123> 00124> --------------------------------------------------------------------------------00125> 001:0005------------------------------------------------------------------------00126> *Wetland* 00127> * 00128> ----------------------00129> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0000130> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000131> ---------------------- U.H. Tp(hrs)= .24000132> 00133> Unit Hyd Qpeak (cms)= .99800134> 00135> PEAK FLOW (cms)= .043 (i)

00136> TIME TO PEAK (hrs)= 1.66700137> RUNOFF VOLUME (mm)= 2.73800138> TOTAL RAINFALL (mm)= 25.00000139> RUNOFF COEFFICIENT = .11000140> 00141> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00142> 00143> --------------------------------------------------------------------------------00144> 001:0006------------------------------------------------------------------------00145> * 00146> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00147> * 00148> *East Side of Creek* 00149> * 00150> ----------------------00151> | CALIB STANDHYD | Area (ha)= 11.9500152> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000153> ----------------------00154> IMPERVIOUS PERVIOUS (i)00155> Surface Area (ha)= 6.81 5.1400156> Dep. Storage (mm)= 2.00 5.0000157> Average Slope (%)= .50 2.0000158> Length (m)= 282.00 40.0000159> Mannings n = .015 .20000160> 00161> Max.eff.Inten.(mm/hr)= 36.30 8.5400162> over (min) 10.00 26.0000163> Storage Coeff. (min)= 9.57 (ii) 26.09 (ii)00164> Unit Hyd. Tpeak (min)= 10.00 26.0000165> Unit Hyd. peak (cms)= .12 .0400166> *TOTALS*00167> PEAK FLOW (cms)= .37 .07 .400 (iii)00168> TIME TO PEAK (hrs)= 1.43 1.87 1.46700169> RUNOFF VOLUME (mm)= 23.00 5.59 12.55200170> TOTAL RAINFALL (mm)= 25.00 25.00 25.00000171> RUNOFF COEFFICIENT = .92 .22 .50200172> 00173> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00174> CN* = 75.0 Ia = Dep. Storage (Above)00175> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00176> THAN THE STORAGE COEFFICIENT.00177> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00178> 00179> --------------------------------------------------------------------------------00180> 001:0007------------------------------------------------------------------------00181> *East Pond, Pond 1* 00182> ---------------------00183> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00184> | IN>04:(201 ) |00185> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========00186> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00187> (cms) (ha.m.) | (cms) (ha.m.)00188> .000 .0000E+00 | .362 .3400E+0000189> .053 .3059E+00 | .492 .3725E+0000190> .156 .3250E+00 | .697 .4100E+0000191> .283 .3325E+00 | .000 .0000E+0000192> 00193> ROUTING RESULTS AREA QPEAK TPEAK R.V.00194> -------------------- (ha) (cms) (hrs) (mm)00195> INFLOW >04: (201 ) 11.95 .400 1.467 12.55200196> OUTFLOW<05: (Pond1 ) 11.95 .022 4.133 12.55200197> OVERFLOW<10: (C1over) .00 .000 .000 .00000198> 00199> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000200> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000201> PERCENTAGE OF TIME OVERFLOWING (%)= .0000202> 00203> 00204> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.56100205> TIME SHIFT OF PEAK FLOW (min)= 160.0000206> MAXIMUM STORAGE USED (ha.m.)=.1284E+0000207> 00208> --------------------------------------------------------------------------------00209> 001:0008------------------------------------------------------------------------00210> --------------------00211> | PRINT HYD | AREA (ha)= .00000212> | ID=06 ( ) | QPEAK (cms)= .000 (i)00213> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000214> -------------------- VOLUME (mm)= .00000215> 00216> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00217> *** WARNING: This hydrograph is dry. 00218> --------------------------------------------------------------------------------00219> 001:0009------------------------------------------------------------------------00220> *West Side of Gilbert Creek* 00221> * 00222> ----------------------00223> | CALIB STANDHYD | Area (ha)= 11.2300224> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000225> ----------------------00226> IMPERVIOUS PERVIOUS (i)00227> Surface Area (ha)= 6.40 4.8300228> Dep. Storage (mm)= 2.00 5.0000229> Average Slope (%)= .50 2.0000230> Length (m)= 274.00 40.0000231> Mannings n = .015 .20000232> 00233> Max.eff.Inten.(mm/hr)= 36.30 8.5400234> over (min) 10.00 26.0000235> Storage Coeff. (min)= 9.41 (ii) 25.93 (ii)00236> Unit Hyd. Tpeak (min)= 10.00 26.0000237> Unit Hyd. peak (cms)= .12 .0400238> *TOTALS*00239> PEAK FLOW (cms)= .35 .07 .377 (iii)00240> TIME TO PEAK (hrs)= 1.43 1.87 1.46700241> RUNOFF VOLUME (mm)= 23.00 5.59 12.55200242> TOTAL RAINFALL (mm)= 25.00 25.00 25.00000243> RUNOFF COEFFICIENT = .92 .22 .50200244> 00245> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00246> CN* = 75.0 Ia = Dep. Storage (Above)00247> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00248> THAN THE STORAGE COEFFICIENT.00249> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00250> 00251> --------------------------------------------------------------------------------00252> 001:0010------------------------------------------------------------------------00253> *Wast Pond, Pond 3* 00254> ---------------------00255> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00256> | IN>07:(202 ) |00257> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========00258> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00259> (cms) (ha.m.) | (cms) (ha.m.)00260> .000 .0000E+00 | .174 .2600E+0000261> .028 .1600E+00 | .236 .3500E+0000262> .076 .1600E+00 | .332 .4500E+0000263> .137 .2400E+00 | .000 .0000E+0000264> 00265> ROUTING RESULTS AREA QPEAK TPEAK R.V.00266> -------------------- (ha) (cms) (hrs) (mm)00267> INFLOW >07: (202 ) 11.23 .377 1.467 12.55200268> OUTFLOW<08: (Pond3 ) 11.23 .021 4.100 12.55200269> OVERFLOW<10: (C1over) .00 .000 .000 .00000270>

(C:\...PG3.out)


00271> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000272> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000273> PERCENTAGE OF TIME OVERFLOWING (%)= .0000274> 00275> 00276> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.59000277> TIME SHIFT OF PEAK FLOW (min)= 158.0000278> MAXIMUM STORAGE USED (ha.m.)=.1205E+0000279> 00280> --------------------------------------------------------------------------------00281> 001:0011------------------------------------------------------------------------00282> --------------------00283> | PRINT HYD | AREA (ha)= .00000284> | ID=06 ( ) | QPEAK (cms)= .000 (i)00285> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000286> -------------------- VOLUME (mm)= .00000287> 00288> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00289> *** WARNING: This hydrograph is dry. 00290> --------------------------------------------------------------------------------00291> 001:0012------------------------------------------------------------------------00292> *South Pond to Wetland* 00293> * 00294> ----------------------00295> | CALIB STANDHYD | Area (ha)= 6.3700296> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0000297> ----------------------00298> IMPERVIOUS PERVIOUS (i)00299> Surface Area (ha)= 4.46 1.9100300> Dep. Storage (mm)= 2.00 5.0000301> Average Slope (%)= .50 2.0000302> Length (m)= 206.00 40.0000303> Mannings n = .015 .20000304> 00305> Max.eff.Inten.(mm/hr)= 36.30 10.3000306> over (min) 8.00 24.0000307> Storage Coeff. (min)= 7.93 (ii) 23.26 (ii)00308> Unit Hyd. Tpeak (min)= 8.00 24.0000309> Unit Hyd. peak (cms)= .14 .0500310> *TOTALS*00311> PEAK FLOW (cms)= .29 .03 .301 (iii)00312> TIME TO PEAK (hrs)= 1.40 1.80 1.40000313> RUNOFF VOLUME (mm)= 23.00 6.01 15.35400314> TOTAL RAINFALL (mm)= 25.00 25.00 25.00000315> RUNOFF COEFFICIENT = .92 .24 .61400316> 00317> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00318> CN* = 75.0 Ia = Dep. Storage (Above)00319> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00320> THAN THE STORAGE COEFFICIENT.00321> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00322> 00323> --------------------------------------------------------------------------------00324> 001:0013------------------------------------------------------------------------00325> *South Pond, Pond 2* 00326> ---------------------00327> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00328> | IN>09:(203 ) |00329> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========00330> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00331> (cms) (ha.m.) | (cms) (ha.m.)00332> **** ERROR: Check the OUTFLOW-STORAGE table. 00333> .000 .0000E+00 | .199 .1600E+0000334> .019 .1115E+00 | .269 .2500E+0000335> .087 .9000E-01 | .387 .3000E+0000336> .156 .1200E+00 | .000 .0000E+0000337> 00338> ROUTING RESULTS AREA QPEAK TPEAK R.V.00339> -------------------- (ha) (cms) (hrs) (mm)00340> INFLOW >09: (203 ) 6.37 .301 1.400 15.35400341> OUTFLOW<07: (Pond2 ) 6.37 .014 4.000 15.35400342> OVERFLOW<10: (C1over) .00 .000 .000 .00000343> 00344> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000345> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000346> PERCENTAGE OF TIME OVERFLOWING (%)= .0000347> 00348> 00349> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.76300350> TIME SHIFT OF PEAK FLOW (min)= 156.0000351> MAXIMUM STORAGE USED (ha.m.)=.8420E-0100352> 00353> --------------------------------------------------------------------------------00354> 001:0014------------------------------------------------------------------------00355> --------------------00356> | PRINT HYD | AREA (ha)= .00000357> | ID=06 ( ) | QPEAK (cms)= .000 (i)00358> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000359> -------------------- VOLUME (mm)= .00000360> 00361> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00362> *** WARNING: This hydrograph is dry. 00363> --------------------------------------------------------------------------------00364> 001:0015------------------------------------------------------------------------00365> ** END OF RUN : 100366> 00367> *******************************************************************************00368> 00369> 00370> 00371> 00372> 00373> --------------------00374> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 00375> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 00376> TZERO = .00 hrs on 000377> METOUT= 2 (output = METRIC) 00378> NRUN = 00200379> NSTORM= 100380> # 1=2SCS24.stm 00381> --------------------------------------------------------------------------------00382> 002:0002------------------------------------------------------------------------00383> *#******************************************************************************00384> *# Project Name: [Paris Grand] Project Number: [PGD020165] 00385> *# Date : 09-27-2012 00386> *# Modeller : [L.Garner] 00387> *# Company : R.J. Burnside & Associates Ltd. 00388> *# License # : 3877524 00389> *#******************************************************************************00390> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 00391> --------------------------------------------------------------------------------00392> 002:0002------------------------------------------------------------------------00393> --------------------00394> | READ STORM | Filename: 2-Year SCS Type-II Storm Distribution (200395> | Ptotal= 48.00 mm| Comments: 2-Year SCS Type-II Storm Distribution (200396> --------------------00397> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00398> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00399> 1.00 .480 | 7.00 .960 | 13.00 5.760 | 19.00 .96000400> 2.00 .480 | 8.00 .960 | 14.00 2.400 | 20.00 .48000401> 3.00 .480 | 9.00 1.440 | 15.00 1.440 | 21.00 .48000402> 4.00 .960 | 10.00 1.440 | 16.00 1.440 | 22.00 .96000403> 5.00 .480 | 11.00 2.400 | 17.00 .960 | 23.00 .48000404> 6.00 .960 | 12.00 20.160 | 18.00 .960 | 24.00 .48000405>

00406> --------------------------------------------------------------------------------00407> 002:0003------------------------------------------------------------------------00408> * 00409> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00410> * 00411> *East Side of Creek* 00412> * 00413> ----------------------00414> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0000415> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000416> ---------------------- U.H. Tp(hrs)= .29000417> 00418> Unit Hyd Qpeak (cms)= 1.71400419> 00420> PEAK FLOW (cms)= .156 (i)00421> TIME TO PEAK (hrs)= 12.10000422> RUNOFF VOLUME (mm)= 9.95800423> TOTAL RAINFALL (mm)= 48.00000424> RUNOFF COEFFICIENT = .20700425> 00426> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00427> 00428> --------------------------------------------------------------------------------00429> 002:0004------------------------------------------------------------------------00430> *West Side of Creek* 00431> * 00432> ----------------------00433> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0000434> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000435> ---------------------- U.H. Tp(hrs)= .16000436> 00437> Unit Hyd Qpeak (cms)= 1.63800438> 00439> PEAK FLOW (cms)= .093 (i)00440> TIME TO PEAK (hrs)= 12.03300441> RUNOFF VOLUME (mm)= 9.95800442> TOTAL RAINFALL (mm)= 48.00000443> RUNOFF COEFFICIENT = .20700444> 00445> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00446> 00447> --------------------------------------------------------------------------------00448> 002:0005------------------------------------------------------------------------00449> *Wetland* 00450> * 00451> ----------------------00452> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0000453> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000454> ---------------------- U.H. Tp(hrs)= .24000455> 00456> Unit Hyd Qpeak (cms)= .99800457> 00458> PEAK FLOW (cms)= .079 (i)00459> TIME TO PEAK (hrs)= 12.06700460> RUNOFF VOLUME (mm)= 9.95800461> TOTAL RAINFALL (mm)= 48.00000462> RUNOFF COEFFICIENT = .20700463> 00464> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00465> 00466> --------------------------------------------------------------------------------00467> 002:0006------------------------------------------------------------------------00468> * 00469> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00470> * 00471> *East Side of Creek* 00472> * 00473> ----------------------00474> | CALIB STANDHYD | Area (ha)= 11.9500475> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000476> ----------------------00477> IMPERVIOUS PERVIOUS (i)00478> Surface Area (ha)= 6.81 5.1400479> Dep. Storage (mm)= 2.00 5.0000480> Average Slope (%)= .50 2.0000481> Length (m)= 282.00 40.0000482> Mannings n = .015 .20000483> 00484> Max.eff.Inten.(mm/hr)= 20.16 13.3900485> over (min) 12.00 26.0000486> Storage Coeff. (min)= 12.11 (ii) 25.91 (ii)00487> Unit Hyd. Tpeak (min)= 12.00 26.0000488> Unit Hyd. peak (cms)= .09 .0400489> *TOTALS*00490> PEAK FLOW (cms)= .26 .14 .398 (iii)00491> TIME TO PEAK (hrs)= 12.00 12.20 12.03300492> RUNOFF VOLUME (mm)= 46.00 18.77 29.66300493> TOTAL RAINFALL (mm)= 48.00 48.00 48.00000494> RUNOFF COEFFICIENT = .96 .39 .61800495> 00496> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00497> CN* = 75.0 Ia = Dep. Storage (Above)00498> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00499> THAN THE STORAGE COEFFICIENT.00500> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00501> 00502> --------------------------------------------------------------------------------00503> 002:0007------------------------------------------------------------------------00504> *East Pond, Pond 1* 00505> ---------------------00506> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00507> | IN>04:(201 ) |00508> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========00509> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00510> (cms) (ha.m.) | (cms) (ha.m.)00511> .000 .0000E+00 | .362 .3400E+0000512> .053 .3059E+00 | .492 .3725E+0000513> .156 .3250E+00 | .697 .4100E+0000514> .283 .3325E+00 | .000 .0000E+0000515> 00516> ROUTING RESULTS AREA QPEAK TPEAK R.V.00517> -------------------- (ha) (cms) (hrs) (mm)00518> INFLOW >04: (201 ) 11.95 .398 12.033 29.66300519> OUTFLOW<05: (Pond1 ) 11.95 .040 14.933 29.66300520> OVERFLOW<10: (C1over) .00 .000 .000 .00000521> 00522> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000523> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000524> PERCENTAGE OF TIME OVERFLOWING (%)= .0000525> 00526> 00527> PEAK FLOW REDUCTION [Qout/Qin](%)= 10.04700528> TIME SHIFT OF PEAK FLOW (min)= 174.0000529> MAXIMUM STORAGE USED (ha.m.)=.2307E+0000530> 00531> --------------------------------------------------------------------------------00532> 002:0008------------------------------------------------------------------------00533> --------------------00534> | PRINT HYD | AREA (ha)= .00000535> | ID=06 ( ) | QPEAK (cms)= .000 (i)00536> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000537> -------------------- VOLUME (mm)= .00000538> 00539> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00540> *** WARNING: This hydrograph is dry.

LGarner

Text Box

2 YR

(C:\...PG3.out)


00541> --------------------------------------------------------------------------------00542> 002:0009------------------------------------------------------------------------00543> *West Side of Gilbert Creek* 00544> * 00545> ----------------------00546> | CALIB STANDHYD | Area (ha)= 11.2300547> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000548> ----------------------00549> IMPERVIOUS PERVIOUS (i)00550> Surface Area (ha)= 6.40 4.8300551> Dep. Storage (mm)= 2.00 5.0000552> Average Slope (%)= .50 2.0000553> Length (m)= 274.00 40.0000554> Mannings n = .015 .20000555> 00556> Max.eff.Inten.(mm/hr)= 20.16 13.3900557> over (min) 12.00 26.0000558> Storage Coeff. (min)= 11.91 (ii) 25.71 (ii)00559> Unit Hyd. Tpeak (min)= 12.00 26.0000560> Unit Hyd. peak (cms)= .09 .0400561> *TOTALS*00562> PEAK FLOW (cms)= .25 .14 .374 (iii)00563> TIME TO PEAK (hrs)= 12.00 12.20 12.03300564> RUNOFF VOLUME (mm)= 46.00 18.77 29.66300565> TOTAL RAINFALL (mm)= 48.00 48.00 48.00000566> RUNOFF COEFFICIENT = .96 .39 .61800567> 00568> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00569> CN* = 75.0 Ia = Dep. Storage (Above)00570> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00571> THAN THE STORAGE COEFFICIENT.00572> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00573> 00574> --------------------------------------------------------------------------------00575> 002:0010------------------------------------------------------------------------00576> *Wast Pond, Pond 3* 00577> ---------------------00578> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00579> | IN>07:(202 ) |00580> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========00581> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00582> (cms) (ha.m.) | (cms) (ha.m.)00583> .000 .0000E+00 | .174 .2600E+0000584> .028 .1600E+00 | .236 .3500E+0000585> .076 .1600E+00 | .332 .4500E+0000586> .137 .2400E+00 | .000 .0000E+0000587> 00588> ROUTING RESULTS AREA QPEAK TPEAK R.V.00589> -------------------- (ha) (cms) (hrs) (mm)00590> INFLOW >07: (202 ) 11.23 .374 12.033 29.66300591> OUTFLOW<08: (Pond3 ) 11.23 .095 13.400 29.66300592> OVERFLOW<10: (C1over) .00 .000 .000 .00000593> 00594> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000595> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000596> PERCENTAGE OF TIME OVERFLOWING (%)= .0000597> 00598> 00599> PEAK FLOW REDUCTION [Qout/Qin](%)= 25.29100600> TIME SHIFT OF PEAK FLOW (min)= 82.0000601> MAXIMUM STORAGE USED (ha.m.)=.1845E+0000602> 00603> --------------------------------------------------------------------------------00604> 002:0011------------------------------------------------------------------------00605> --------------------00606> | PRINT HYD | AREA (ha)= .00000607> | ID=06 ( ) | QPEAK (cms)= .000 (i)00608> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000609> -------------------- VOLUME (mm)= .00000610> 00611> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00612> *** WARNING: This hydrograph is dry. 00613> --------------------------------------------------------------------------------00614> 002:0012------------------------------------------------------------------------00615> *South Pond to Wetland* 00616> * 00617> ----------------------00618> | CALIB STANDHYD | Area (ha)= 6.3700619> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0000620> ----------------------00621> IMPERVIOUS PERVIOUS (i)00622> Surface Area (ha)= 4.46 1.9100623> Dep. Storage (mm)= 2.00 5.0000624> Average Slope (%)= .50 2.0000625> Length (m)= 206.00 40.0000626> Mannings n = .015 .20000627> 00628> Max.eff.Inten.(mm/hr)= 20.16 15.2500629> over (min) 10.00 24.0000630> Storage Coeff. (min)= 10.03 (ii) 23.13 (ii)00631> Unit Hyd. Tpeak (min)= 10.00 24.0000632> Unit Hyd. peak (cms)= .11 .0500633> *TOTALS*00634> PEAK FLOW (cms)= .20 .06 .255 (iii)00635> TIME TO PEAK (hrs)= 12.00 12.17 12.00000636> RUNOFF VOLUME (mm)= 46.00 19.73 34.17900637> TOTAL RAINFALL (mm)= 48.00 48.00 48.00000638> RUNOFF COEFFICIENT = .96 .41 .71200639> 00640> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00641> CN* = 75.0 Ia = Dep. Storage (Above)00642> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00643> THAN THE STORAGE COEFFICIENT.00644> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00645> 00646> --------------------------------------------------------------------------------00647> 002:0013------------------------------------------------------------------------00648> *South Pond, Pond 2* 00649> ---------------------00650> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00651> | IN>09:(203 ) |00652> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========00653> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00654> (cms) (ha.m.) | (cms) (ha.m.)00655> **** ERROR: Check the OUTFLOW-STORAGE table. 00656> .000 .0000E+00 | .199 .1600E+0000657> .019 .1115E+00 | .269 .2500E+0000658> .087 .9000E-01 | .387 .3000E+0000659> .156 .1200E+00 | .000 .0000E+0000660> 00661> ROUTING RESULTS AREA QPEAK TPEAK R.V.00662> -------------------- (ha) (cms) (hrs) (mm)00663> INFLOW >09: (203 ) 6.37 .255 12.000 34.17900664> OUTFLOW<07: (Pond2 ) 6.37 .137 12.533 34.17900665> OVERFLOW<10: (C1over) .00 .000 .000 .00000666> 00667> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000668> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000669> PERCENTAGE OF TIME OVERFLOWING (%)= .0000670> 00671> 00672> PEAK FLOW REDUCTION [Qout/Qin](%)= 53.70700673> TIME SHIFT OF PEAK FLOW (min)= 32.0000674> MAXIMUM STORAGE USED (ha.m.)=.1119E+0000675>

00676> --------------------------------------------------------------------------------00677> 002:0014------------------------------------------------------------------------00678> --------------------00679> | PRINT HYD | AREA (ha)= .00000680> | ID=06 ( ) | QPEAK (cms)= .000 (i)00681> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000682> -------------------- VOLUME (mm)= .00000683> 00684> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00685> *** WARNING: This hydrograph is dry. 00686> --------------------------------------------------------------------------------00687> 002:0015------------------------------------------------------------------------00688> --------------------------------------------------------------------------------00689> 002:0002------------------------------------------------------------------------00690> ** END OF RUN : 200691> 00692> *******************************************************************************00693> 00694> 00695> 00696> 00697> 00698> --------------------00699> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 00700> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 00701> TZERO = .00 hrs on 000702> METOUT= 2 (output = METRIC) 00703> NRUN = 00300704> NSTORM= 100705> # 1=5SCS24.stm 00706> --------------------------------------------------------------------------------00707> 003:0002------------------------------------------------------------------------00708> *#******************************************************************************00709> *# Project Name: [Paris Grand] Project Number: [PGD020165] 00710> *# Date : 09-27-2012 00711> *# Modeller : [L.Garner] 00712> *# Company : R.J. Burnside & Associates Ltd. 00713> *# License # : 3877524 00714> *#******************************************************************************00715> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 00716> --------------------------------------------------------------------------------00717> 003:0002------------------------------------------------------------------------00718> --------------------00719> | READ STORM | Filename: 5-Year SCS Type-II Storm Distribution (200720> | Ptotal= 66.00 mm| Comments: 5-Year SCS Type-II Storm Distribution (200721> --------------------00722> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00723> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00724> 1.00 .660 | 7.00 1.320 | 13.00 7.920 | 19.00 1.32000725> 2.00 .660 | 8.00 1.320 | 14.00 3.300 | 20.00 .66000726> 3.00 .660 | 9.00 1.980 | 15.00 1.980 | 21.00 .66000727> 4.00 1.320 | 10.00 1.980 | 16.00 1.980 | 22.00 1.32000728> 5.00 .660 | 11.00 3.300 | 17.00 1.320 | 23.00 .66000729> 6.00 1.320 | 12.00 27.720 | 18.00 1.320 | 24.00 .66000730> 00731> --------------------------------------------------------------------------------00732> 003:0003------------------------------------------------------------------------00733> * 00734> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00735> * 00736> *East Side of Creek* 00737> * 00738> ----------------------00739> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0000740> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000741> ---------------------- U.H. Tp(hrs)= .29000742> 00743> Unit Hyd Qpeak (cms)= 1.71400744> 00745> PEAK FLOW (cms)= .283 (i)00746> TIME TO PEAK (hrs)= 12.06700747> RUNOFF VOLUME (mm)= 17.85000748> TOTAL RAINFALL (mm)= 66.00000749> RUNOFF COEFFICIENT = .27000750> 00751> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00752> 00753> --------------------------------------------------------------------------------00754> 003:0004------------------------------------------------------------------------00755> *West Side of Creek* 00756> * 00757> ----------------------00758> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0000759> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000760> ---------------------- U.H. Tp(hrs)= .16000761> 00762> Unit Hyd Qpeak (cms)= 1.63800763> 00764> PEAK FLOW (cms)= .168 (i)00765> TIME TO PEAK (hrs)= 12.03300766> RUNOFF VOLUME (mm)= 17.85000767> TOTAL RAINFALL (mm)= 66.00000768> RUNOFF COEFFICIENT = .27000769> 00770> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00771> 00772> --------------------------------------------------------------------------------00773> 003:0005------------------------------------------------------------------------00774> *Wetland* 00775> * 00776> ----------------------00777> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0000778> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000779> ---------------------- U.H. Tp(hrs)= .24000780> 00781> Unit Hyd Qpeak (cms)= .99800782> 00783> PEAK FLOW (cms)= .143 (i)00784> TIME TO PEAK (hrs)= 12.06700785> RUNOFF VOLUME (mm)= 17.85000786> TOTAL RAINFALL (mm)= 66.00000787> RUNOFF COEFFICIENT = .27000788> 00789> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00790> 00791> --------------------------------------------------------------------------------00792> 003:0006------------------------------------------------------------------------00793> * 00794> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00795> * 00796> *East Side of Creek* 00797> * 00798> ----------------------00799> | CALIB STANDHYD | Area (ha)= 11.9500800> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000801> ----------------------00802> IMPERVIOUS PERVIOUS (i)00803> Surface Area (ha)= 6.81 5.1400804> Dep. Storage (mm)= 2.00 5.0000805> Average Slope (%)= .50 2.0000806> Length (m)= 282.00 40.0000807> Mannings n = .015 .20000808> 00809> Max.eff.Inten.(mm/hr)= 27.72 22.8300810> over (min) 10.00 22.00

LGarner

Text Box

5 YR

(C:\...PG3.out)


00811> Storage Coeff. (min)= 10.67 (ii) 21.81 (ii)00812> Unit Hyd. Tpeak (min)= 10.00 22.0000813> Unit Hyd. peak (cms)= .11 .0500814> *TOTALS*00815> PEAK FLOW (cms)= .37 .26 .619 (iii)00816> TIME TO PEAK (hrs)= 12.00 12.13 12.00000817> RUNOFF VOLUME (mm)= 64.00 31.65 44.59000818> TOTAL RAINFALL (mm)= 66.00 66.00 66.00000819> RUNOFF COEFFICIENT = .97 .48 .67600820> 00821> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00822> CN* = 75.0 Ia = Dep. Storage (Above)00823> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00824> THAN THE STORAGE COEFFICIENT.00825> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00826> 00827> --------------------------------------------------------------------------------00828> 003:0007------------------------------------------------------------------------00829> *East Pond, Pond 1* 00830> ---------------------00831> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00832> | IN>04:(201 ) |00833> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========00834> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00835> (cms) (ha.m.) | (cms) (ha.m.)00836> .000 .0000E+00 | .362 .3400E+0000837> .053 .3059E+00 | .492 .3725E+0000838> .156 .3250E+00 | .697 .4100E+0000839> .283 .3325E+00 | .000 .0000E+0000840> 00841> ROUTING RESULTS AREA QPEAK TPEAK R.V.00842> -------------------- (ha) (cms) (hrs) (mm)00843> INFLOW >04: (201 ) 11.95 .619 12.000 44.59000844> OUTFLOW<05: (Pond1 ) 11.95 .140 13.400 44.58900845> OVERFLOW<10: (C1over) .00 .000 .000 .00000846> 00847> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000848> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000849> PERCENTAGE OF TIME OVERFLOWING (%)= .0000850> 00851> 00852> PEAK FLOW REDUCTION [Qout/Qin](%)= 22.53700853> TIME SHIFT OF PEAK FLOW (min)= 84.0000854> MAXIMUM STORAGE USED (ha.m.)=.3220E+0000855> 00856> --------------------------------------------------------------------------------00857> 003:0008------------------------------------------------------------------------00858> --------------------00859> | PRINT HYD | AREA (ha)= .00000860> | ID=06 ( ) | QPEAK (cms)= .000 (i)00861> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000862> -------------------- VOLUME (mm)= .00000863> 00864> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00865> *** WARNING: This hydrograph is dry. 00866> --------------------------------------------------------------------------------00867> 003:0009------------------------------------------------------------------------00868> *West Side of Gilbert Creek* 00869> * 00870> ----------------------00871> | CALIB STANDHYD | Area (ha)= 11.2300872> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000873> ----------------------00874> IMPERVIOUS PERVIOUS (i)00875> Surface Area (ha)= 6.40 4.8300876> Dep. Storage (mm)= 2.00 5.0000877> Average Slope (%)= .50 2.0000878> Length (m)= 274.00 40.0000879> Mannings n = .015 .20000880> 00881> Max.eff.Inten.(mm/hr)= 27.72 22.8300882> over (min) 10.00 22.0000883> Storage Coeff. (min)= 10.48 (ii) 21.63 (ii)00884> Unit Hyd. Tpeak (min)= 10.00 22.0000885> Unit Hyd. peak (cms)= .11 .0500886> *TOTALS*00887> PEAK FLOW (cms)= .34 .25 .583 (iii)00888> TIME TO PEAK (hrs)= 12.00 12.13 12.00000889> RUNOFF VOLUME (mm)= 64.00 31.65 44.59000890> TOTAL RAINFALL (mm)= 66.00 66.00 66.00000891> RUNOFF COEFFICIENT = .97 .48 .67600892> 00893> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00894> CN* = 75.0 Ia = Dep. Storage (Above)00895> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00896> THAN THE STORAGE COEFFICIENT.00897> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00898> 00899> --------------------------------------------------------------------------------00900> 003:0010------------------------------------------------------------------------00901> *Wast Pond, Pond 3* 00902> ---------------------00903> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00904> | IN>07:(202 ) |00905> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========00906> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00907> (cms) (ha.m.) | (cms) (ha.m.)00908> .000 .0000E+00 | .174 .2600E+0000909> .028 .1600E+00 | .236 .3500E+0000910> .076 .1600E+00 | .332 .4500E+0000911> .137 .2400E+00 | .000 .0000E+0000912> 00913> ROUTING RESULTS AREA QPEAK TPEAK R.V.00914> -------------------- (ha) (cms) (hrs) (mm)00915> INFLOW >07: (202 ) 11.23 .583 12.000 44.59000916> OUTFLOW<08: (Pond3 ) 11.23 .173 13.200 44.58900917> OVERFLOW<10: (C1over) .00 .000 .000 .00000918> 00919> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000920> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000921> PERCENTAGE OF TIME OVERFLOWING (%)= .0000922> 00923> 00924> PEAK FLOW REDUCTION [Qout/Qin](%)= 29.71900925> TIME SHIFT OF PEAK FLOW (min)= 72.0000926> MAXIMUM STORAGE USED (ha.m.)=.2596E+0000927> 00928> --------------------------------------------------------------------------------00929> 003:0011------------------------------------------------------------------------00930> --------------------00931> | PRINT HYD | AREA (ha)= .00000932> | ID=06 ( ) | QPEAK (cms)= .000 (i)00933> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00000934> -------------------- VOLUME (mm)= .00000935> 00936> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00937> *** WARNING: This hydrograph is dry. 00938> --------------------------------------------------------------------------------00939> 003:0012------------------------------------------------------------------------00940> *South Pond to Wetland* 00941> * 00942> ----------------------00943> | CALIB STANDHYD | Area (ha)= 6.3700944> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0000945> ----------------------

00946> IMPERVIOUS PERVIOUS (i)00947> Surface Area (ha)= 4.46 1.9100948> Dep. Storage (mm)= 2.00 5.0000949> Average Slope (%)= .50 2.0000950> Length (m)= 206.00 40.0000951> Mannings n = .015 .20000952> 00953> Max.eff.Inten.(mm/hr)= 27.72 25.6800954> over (min) 8.00 20.0000955> Storage Coeff. (min)= 8.83 (ii) 19.47 (ii)00956> Unit Hyd. Tpeak (min)= 8.00 20.0000957> Unit Hyd. peak (cms)= .13 .0600958> *TOTALS*00959> PEAK FLOW (cms)= .27 .11 .381 (iii)00960> TIME TO PEAK (hrs)= 12.00 12.10 12.00000961> RUNOFF VOLUME (mm)= 64.00 32.97 50.03700962> TOTAL RAINFALL (mm)= 66.00 66.00 66.00000963> RUNOFF COEFFICIENT = .97 .50 .75800964> 00965> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00966> CN* = 75.0 Ia = Dep. Storage (Above)00967> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00968> THAN THE STORAGE COEFFICIENT.00969> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00970> 00971> --------------------------------------------------------------------------------00972> 003:0013------------------------------------------------------------------------00973> *South Pond, Pond 2* 00974> ---------------------00975> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00976> | IN>09:(203 ) |00977> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========00978> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00979> (cms) (ha.m.) | (cms) (ha.m.)00980> **** ERROR: Check the OUTFLOW-STORAGE table. 00981> .000 .0000E+00 | .199 .1600E+0000982> .019 .1115E+00 | .269 .2500E+0000983> .087 .9000E-01 | .387 .3000E+0000984> .156 .1200E+00 | .000 .0000E+0000985> 00986> ROUTING RESULTS AREA QPEAK TPEAK R.V.00987> -------------------- (ha) (cms) (hrs) (mm)00988> INFLOW >09: (203 ) 6.37 .381 12.000 50.03700989> OUTFLOW<07: (Pond2 ) 6.37 .179 12.400 50.03600990> OVERFLOW<10: (C1over) .00 .000 .000 .00000991> 00992> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000993> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000994> PERCENTAGE OF TIME OVERFLOWING (%)= .0000995> 00996> 00997> PEAK FLOW REDUCTION [Qout/Qin](%)= 47.12200998> TIME SHIFT OF PEAK FLOW (min)= 24.0000999> MAXIMUM STORAGE USED (ha.m.)=.1417E+0001000> 01001> --------------------------------------------------------------------------------01002> 003:0014------------------------------------------------------------------------01003> --------------------01004> | PRINT HYD | AREA (ha)= .00001005> | ID=06 ( ) | QPEAK (cms)= .000 (i)01006> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001007> -------------------- VOLUME (mm)= .00001008> 01009> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01010> *** WARNING: This hydrograph is dry. 01011> --------------------------------------------------------------------------------01012> 003:0015------------------------------------------------------------------------01013> --------------------------------------------------------------------------------01014> 003:0002------------------------------------------------------------------------01015> --------------------------------------------------------------------------------01016> 003:0002------------------------------------------------------------------------01017> ** END OF RUN : 301018> 01019> *******************************************************************************01020> 01021> 01022> 01023> 01024> 01025> --------------------01026> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 01027> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 01028> TZERO = .00 hrs on 001029> METOUT= 2 (output = METRIC) 01030> NRUN = 00401031> NSTORM= 101032> # 1=10SCS24.stm 01033> --------------------------------------------------------------------------------01034> 004:0002------------------------------------------------------------------------01035> *#******************************************************************************01036> *# Project Name: [Paris Grand] Project Number: [PGD020165] 01037> *# Date : 09-27-2012 01038> *# Modeller : [L.Garner] 01039> *# Company : R.J. Burnside & Associates Ltd. 01040> *# License # : 3877524 01041> *#******************************************************************************01042> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 01043> --------------------------------------------------------------------------------01044> 004:0002------------------------------------------------------------------------01045> --------------------01046> | READ STORM | Filename: 10-Year SCS Type-II Storm Distribution (01047> | Ptotal= 75.60 mm| Comments: 10-Year SCS Type-II Storm Distribution (01048> --------------------01049> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01050> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01051> 1.00 .756 | 7.00 1.512 | 13.00 9.072 | 19.00 1.51201052> 2.00 .756 | 8.00 1.512 | 14.00 3.780 | 20.00 .75601053> 3.00 .756 | 9.00 2.268 | 15.00 2.268 | 21.00 .75601054> 4.00 1.512 | 10.00 2.268 | 16.00 2.268 | 22.00 1.51201055> 5.00 .756 | 11.00 3.780 | 17.00 1.512 | 23.00 .75601056> 6.00 1.512 | 12.00 31.752 | 18.00 1.512 | 24.00 .75601057> 01058> --------------------------------------------------------------------------------01059> 004:0003------------------------------------------------------------------------01060> * 01061> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01062> * 01063> *East Side of Creek* 01064> * 01065> ----------------------01066> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0001067> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001068> ---------------------- U.H. Tp(hrs)= .29001069> 01070> Unit Hyd Qpeak (cms)= 1.71401071> 01072> PEAK FLOW (cms)= .362 (i)01073> TIME TO PEAK (hrs)= 12.06701074> RUNOFF VOLUME (mm)= 22.69101075> TOTAL RAINFALL (mm)= 75.60001076> RUNOFF COEFFICIENT = .30001077> 01078> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01079> 01080> --------------------------------------------------------------------------------

LGarner

Text Box

10 YR

(C:\...PG3.out)


01081> 004:0004------------------------------------------------------------------------01082> *West Side of Creek* 01083> * 01084> ----------------------01085> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0001086> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001087> ---------------------- U.H. Tp(hrs)= .16001088> 01089> Unit Hyd Qpeak (cms)= 1.63801090> 01091> PEAK FLOW (cms)= .213 (i)01092> TIME TO PEAK (hrs)= 12.00001093> RUNOFF VOLUME (mm)= 22.69101094> TOTAL RAINFALL (mm)= 75.60001095> RUNOFF COEFFICIENT = .30001096> 01097> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01098> 01099> --------------------------------------------------------------------------------01100> 004:0005------------------------------------------------------------------------01101> *Wetland* 01102> * 01103> ----------------------01104> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0001105> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001106> ---------------------- U.H. Tp(hrs)= .24001107> 01108> Unit Hyd Qpeak (cms)= .99801109> 01110> PEAK FLOW (cms)= .183 (i)01111> TIME TO PEAK (hrs)= 12.06701112> RUNOFF VOLUME (mm)= 22.69101113> TOTAL RAINFALL (mm)= 75.60001114> RUNOFF COEFFICIENT = .30001115> 01116> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01117> 01118> --------------------------------------------------------------------------------01119> 004:0006------------------------------------------------------------------------01120> * 01121> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01122> * 01123> *East Side of Creek* 01124> * 01125> ----------------------01126> | CALIB STANDHYD | Area (ha)= 11.9501127> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001128> ----------------------01129> IMPERVIOUS PERVIOUS (i)01130> Surface Area (ha)= 6.81 5.1401131> Dep. Storage (mm)= 2.00 5.0001132> Average Slope (%)= .50 2.0001133> Length (m)= 282.00 40.0001134> Mannings n = .015 .20001135> 01136> Max.eff.Inten.(mm/hr)= 31.75 28.2501137> over (min) 10.00 20.0001138> Storage Coeff. (min)= 10.10 (ii) 20.34 (ii)01139> Unit Hyd. Tpeak (min)= 10.00 20.0001140> Unit Hyd. peak (cms)= .11 .0601141> *TOTALS*01142> PEAK FLOW (cms)= .42 .34 .747 (iii)01143> TIME TO PEAK (hrs)= 12.00 12.10 12.00001144> RUNOFF VOLUME (mm)= 73.60 39.08 52.89101145> TOTAL RAINFALL (mm)= 75.60 75.60 75.60001146> RUNOFF COEFFICIENT = .97 .52 .70001147> 01148> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01149> CN* = 75.0 Ia = Dep. Storage (Above)01150> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01151> THAN THE STORAGE COEFFICIENT.01152> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01153> 01154> --------------------------------------------------------------------------------01155> 004:0007------------------------------------------------------------------------01156> *East Pond, Pond 1* 01157> ---------------------01158> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01159> | IN>04:(201 ) |01160> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========01161> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01162> (cms) (ha.m.) | (cms) (ha.m.)01163> .000 .0000E+00 | .362 .3400E+0001164> .053 .3059E+00 | .492 .3725E+0001165> .156 .3250E+00 | .697 .4100E+0001166> .283 .3325E+00 | .000 .0000E+0001167> 01168> ROUTING RESULTS AREA QPEAK TPEAK R.V.01169> -------------------- (ha) (cms) (hrs) (mm)01170> INFLOW >04: (201 ) 11.95 .747 12.000 52.89101171> OUTFLOW<05: (Pond1 ) 11.95 .289 12.800 52.89101172> OVERFLOW<10: (C1over) .00 .000 .000 .00001173> 01174> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001175> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001176> PERCENTAGE OF TIME OVERFLOWING (%)= .0001177> 01178> 01179> PEAK FLOW REDUCTION [Qout/Qin](%)= 38.67501180> TIME SHIFT OF PEAK FLOW (min)= 48.0001181> MAXIMUM STORAGE USED (ha.m.)=.3330E+0001182> 01183> --------------------------------------------------------------------------------01184> 004:0008------------------------------------------------------------------------01185> --------------------01186> | PRINT HYD | AREA (ha)= .00001187> | ID=06 ( ) | QPEAK (cms)= .000 (i)01188> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001189> -------------------- VOLUME (mm)= .00001190> 01191> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01192> *** WARNING: This hydrograph is dry. 01193> --------------------------------------------------------------------------------01194> 004:0009------------------------------------------------------------------------01195> *West Side of Gilbert Creek* 01196> * 01197> ----------------------01198> | CALIB STANDHYD | Area (ha)= 11.2301199> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001200> ----------------------01201> IMPERVIOUS PERVIOUS (i)01202> Surface Area (ha)= 6.40 4.8301203> Dep. Storage (mm)= 2.00 5.0001204> Average Slope (%)= .50 2.0001205> Length (m)= 274.00 40.0001206> Mannings n = .015 .20001207> 01208> Max.eff.Inten.(mm/hr)= 31.75 28.2501209> over (min) 10.00 20.0001210> Storage Coeff. (min)= 9.93 (ii) 20.16 (ii)01211> Unit Hyd. Tpeak (min)= 10.00 20.0001212> Unit Hyd. peak (cms)= .11 .0601213> *TOTALS*01214> PEAK FLOW (cms)= .39 .32 .703 (iii)01215> TIME TO PEAK (hrs)= 12.00 12.10 12.000

01216> RUNOFF VOLUME (mm)= 73.60 39.08 52.89101217> TOTAL RAINFALL (mm)= 75.60 75.60 75.60001218> RUNOFF COEFFICIENT = .97 .52 .70001219> 01220> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01221> CN* = 75.0 Ia = Dep. Storage (Above)01222> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01223> THAN THE STORAGE COEFFICIENT.01224> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01225> 01226> --------------------------------------------------------------------------------01227> 004:0010------------------------------------------------------------------------01228> *Wast Pond, Pond 3* 01229> ---------------------01230> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01231> | IN>07:(202 ) |01232> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========01233> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01234> (cms) (ha.m.) | (cms) (ha.m.)01235> .000 .0000E+00 | .174 .2600E+0001236> .028 .1600E+00 | .236 .3500E+0001237> .076 .1600E+00 | .332 .4500E+0001238> .137 .2400E+00 | .000 .0000E+0001239> 01240> ROUTING RESULTS AREA QPEAK TPEAK R.V.01241> -------------------- (ha) (cms) (hrs) (mm)01242> INFLOW >07: (202 ) 11.23 .703 12.000 52.89101243> OUTFLOW<08: (Pond3 ) 11.23 .203 13.200 52.89001244> OVERFLOW<10: (C1over) .00 .000 .000 .00001245> 01246> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001247> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001248> PERCENTAGE OF TIME OVERFLOWING (%)= .0001249> 01250> 01251> PEAK FLOW REDUCTION [Qout/Qin](%)= 28.88901252> TIME SHIFT OF PEAK FLOW (min)= 72.0001253> MAXIMUM STORAGE USED (ha.m.)=.3020E+0001254> 01255> --------------------------------------------------------------------------------01256> 004:0011------------------------------------------------------------------------01257> --------------------01258> | PRINT HYD | AREA (ha)= .00001259> | ID=06 ( ) | QPEAK (cms)= .000 (i)01260> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001261> -------------------- VOLUME (mm)= .00001262> 01263> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01264> *** WARNING: This hydrograph is dry. 01265> --------------------------------------------------------------------------------01266> 004:0012------------------------------------------------------------------------01267> *South Pond to Wetland* 01268> * 01269> ----------------------01270> | CALIB STANDHYD | Area (ha)= 6.3701271> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0001272> ----------------------01273> IMPERVIOUS PERVIOUS (i)01274> Surface Area (ha)= 4.46 1.9101275> Dep. Storage (mm)= 2.00 5.0001276> Average Slope (%)= .50 2.0001277> Length (m)= 206.00 40.0001278> Mannings n = .015 .20001279> 01280> Max.eff.Inten.(mm/hr)= 31.75 31.6201281> over (min) 8.00 18.0001282> Storage Coeff. (min)= 8.37 (ii) 18.15 (ii)01283> Unit Hyd. Tpeak (min)= 8.00 18.0001284> Unit Hyd. peak (cms)= .14 .0601285> *TOTALS*01286> PEAK FLOW (cms)= .31 .14 .451 (iii)01287> TIME TO PEAK (hrs)= 12.00 12.07 12.00001288> RUNOFF VOLUME (mm)= 73.60 40.57 58.73901289> TOTAL RAINFALL (mm)= 75.60 75.60 75.60001290> RUNOFF COEFFICIENT = .97 .54 .77701291> 01292> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01293> CN* = 75.0 Ia = Dep. Storage (Above)01294> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01295> THAN THE STORAGE COEFFICIENT.01296> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01297> 01298> --------------------------------------------------------------------------------01299> 004:0013------------------------------------------------------------------------01300> *South Pond, Pond 2* 01301> ---------------------01302> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01303> | IN>09:(203 ) |01304> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========01305> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01306> (cms) (ha.m.) | (cms) (ha.m.)01307> **** ERROR: Check the OUTFLOW-STORAGE table. 01308> .000 .0000E+00 | .199 .1600E+0001309> .019 .1115E+00 | .269 .2500E+0001310> .087 .9000E-01 | .387 .3000E+0001311> .156 .1200E+00 | .000 .0000E+0001312> 01313> ROUTING RESULTS AREA QPEAK TPEAK R.V.01314> -------------------- (ha) (cms) (hrs) (mm)01315> INFLOW >09: (203 ) 6.37 .451 12.000 58.73901316> OUTFLOW<07: (Pond2 ) 6.37 .201 12.400 58.73801317> OVERFLOW<10: (C1over) .00 .000 .000 .00001318> 01319> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001320> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001321> PERCENTAGE OF TIME OVERFLOWING (%)= .0001322> 01323> 01324> PEAK FLOW REDUCTION [Qout/Qin](%)= 44.59001325> TIME SHIFT OF PEAK FLOW (min)= 24.0001326> MAXIMUM STORAGE USED (ha.m.)=.1625E+0001327> 01328> --------------------------------------------------------------------------------01329> 004:0014------------------------------------------------------------------------01330> --------------------01331> | PRINT HYD | AREA (ha)= .00001332> | ID=06 ( ) | QPEAK (cms)= .000 (i)01333> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001334> -------------------- VOLUME (mm)= .00001335> 01336> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01337> *** WARNING: This hydrograph is dry. 01338> --------------------------------------------------------------------------------01339> 004:0015------------------------------------------------------------------------01340> --------------------------------------------------------------------------------01341> 004:0002------------------------------------------------------------------------01342> --------------------------------------------------------------------------------01343> 004:0002------------------------------------------------------------------------01344> --------------------------------------------------------------------------------01345> 004:0002------------------------------------------------------------------------01346> ** END OF RUN : 401347> 01348> *******************************************************************************01349> 01350>

(C:\...PG3.out)


01351> 01352> 01353> 01354> --------------------01355> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 01356> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 01357> TZERO = .00 hrs on 001358> METOUT= 2 (output = METRIC) 01359> NRUN = 00501360> NSTORM= 101361> # 1=25SCS24.stm 01362> --------------------------------------------------------------------------------01363> 005:0002------------------------------------------------------------------------01364> *#******************************************************************************01365> *# Project Name: [Paris Grand] Project Number: [PGD020165] 01366> *# Date : 09-27-2012 01367> *# Modeller : [L.Garner] 01368> *# Company : R.J. Burnside & Associates Ltd. 01369> *# License # : 3877524 01370> *#******************************************************************************01371> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 01372> --------------------------------------------------------------------------------01373> 005:0002------------------------------------------------------------------------01374> --------------------01375> | READ STORM | Filename: 25-Year SCS Type-II Storm Distribution (01376> | Ptotal= 90.00 mm| Comments: 25-Year SCS Type-II Storm Distribution (01377> --------------------01378> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01379> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01380> 1.00 .900 | 7.00 1.800 | 13.00 10.800 | 19.00 1.80001381> 2.00 .900 | 8.00 1.800 | 14.00 4.500 | 20.00 .90001382> 3.00 .900 | 9.00 2.700 | 15.00 2.700 | 21.00 .90001383> 4.00 1.800 | 10.00 2.700 | 16.00 2.700 | 22.00 1.80001384> 5.00 .900 | 11.00 4.500 | 17.00 1.800 | 23.00 .90001385> 6.00 1.800 | 12.00 37.800 | 18.00 1.800 | 24.00 .90001386> 01387> --------------------------------------------------------------------------------01388> 005:0003------------------------------------------------------------------------01389> * 01390> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01391> * 01392> *East Side of Creek* 01393> * 01394> ----------------------01395> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0001396> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001397> ---------------------- U.H. Tp(hrs)= .29001398> 01399> Unit Hyd Qpeak (cms)= 1.71401400> 01401> PEAK FLOW (cms)= .492 (i)01402> TIME TO PEAK (hrs)= 12.06701403> RUNOFF VOLUME (mm)= 30.63801404> TOTAL RAINFALL (mm)= 90.00001405> RUNOFF COEFFICIENT = .34001406> 01407> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01408> 01409> --------------------------------------------------------------------------------01410> 005:0004------------------------------------------------------------------------01411> *West Side of Creek* 01412> * 01413> ----------------------01414> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0001415> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001416> ---------------------- U.H. Tp(hrs)= .16001417> 01418> Unit Hyd Qpeak (cms)= 1.63801419> 01420> PEAK FLOW (cms)= .289 (i)01421> TIME TO PEAK (hrs)= 12.00001422> RUNOFF VOLUME (mm)= 30.63801423> TOTAL RAINFALL (mm)= 90.00001424> RUNOFF COEFFICIENT = .34001425> 01426> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01427> 01428> --------------------------------------------------------------------------------01429> 005:0005------------------------------------------------------------------------01430> *Wetland* 01431> * 01432> ----------------------01433> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0001434> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001435> ---------------------- U.H. Tp(hrs)= .24001436> 01437> Unit Hyd Qpeak (cms)= .99801438> 01439> PEAK FLOW (cms)= .248 (i)01440> TIME TO PEAK (hrs)= 12.03301441> RUNOFF VOLUME (mm)= 30.63801442> TOTAL RAINFALL (mm)= 90.00001443> RUNOFF COEFFICIENT = .34001444> 01445> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01446> 01447> --------------------------------------------------------------------------------01448> 005:0006------------------------------------------------------------------------01449> * 01450> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01451> * 01452> *East Side of Creek* 01453> * 01454> ----------------------01455> | CALIB STANDHYD | Area (ha)= 11.9501456> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001457> ----------------------01458> IMPERVIOUS PERVIOUS (i)01459> Surface Area (ha)= 6.81 5.1401460> Dep. Storage (mm)= 2.00 5.0001461> Average Slope (%)= .50 2.0001462> Length (m)= 282.00 40.0001463> Mannings n = .015 .20001464> 01465> Max.eff.Inten.(mm/hr)= 37.80 36.6301466> over (min) 10.00 18.0001467> Storage Coeff. (min)= 9.42 (ii) 18.65 (ii)01468> Unit Hyd. Tpeak (min)= 10.00 18.0001469> Unit Hyd. peak (cms)= .12 .0601470> *TOTALS*01471> PEAK FLOW (cms)= .50 .45 .943 (iii)01472> TIME TO PEAK (hrs)= 12.00 12.07 12.00001473> RUNOFF VOLUME (mm)= 88.00 50.76 65.66101474> TOTAL RAINFALL (mm)= 90.00 90.00 90.00001475> RUNOFF COEFFICIENT = .98 .56 .73001476> 01477> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01478> CN* = 75.0 Ia = Dep. Storage (Above)01479> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01480> THAN THE STORAGE COEFFICIENT.01481> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01482> 01483> --------------------------------------------------------------------------------01484> 005:0007------------------------------------------------------------------------01485> *East Pond, Pond 1*

01486> ---------------------01487> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01488> | IN>04:(201 ) |01489> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========01490> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01491> (cms) (ha.m.) | (cms) (ha.m.)01492> .000 .0000E+00 | .362 .3400E+0001493> .053 .3059E+00 | .492 .3725E+0001494> .156 .3250E+00 | .697 .4100E+0001495> .283 .3325E+00 | .000 .0000E+0001496> 01497> ROUTING RESULTS AREA QPEAK TPEAK R.V.01498> -------------------- (ha) (cms) (hrs) (mm)01499> INFLOW >04: (201 ) 11.95 .943 12.000 65.66101500> OUTFLOW<05: (Pond1 ) 11.95 .457 12.467 65.66001501> OVERFLOW<10: (C1over) .00 .000 .000 .00001502> 01503> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001504> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001505> PERCENTAGE OF TIME OVERFLOWING (%)= .0001506> 01507> 01508> PEAK FLOW REDUCTION [Qout/Qin](%)= 48.49801509> TIME SHIFT OF PEAK FLOW (min)= 28.0001510> MAXIMUM STORAGE USED (ha.m.)=.3639E+0001511> 01512> --------------------------------------------------------------------------------01513> 005:0008------------------------------------------------------------------------01514> --------------------01515> | PRINT HYD | AREA (ha)= .00001516> | ID=06 ( ) | QPEAK (cms)= .000 (i)01517> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001518> -------------------- VOLUME (mm)= .00001519> 01520> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01521> *** WARNING: This hydrograph is dry. 01522> --------------------------------------------------------------------------------01523> 005:0009------------------------------------------------------------------------01524> *West Side of Gilbert Creek* 01525> * 01526> ----------------------01527> | CALIB STANDHYD | Area (ha)= 11.2301528> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001529> ----------------------01530> IMPERVIOUS PERVIOUS (i)01531> Surface Area (ha)= 6.40 4.8301532> Dep. Storage (mm)= 2.00 5.0001533> Average Slope (%)= .50 2.0001534> Length (m)= 274.00 40.0001535> Mannings n = .015 .20001536> 01537> Max.eff.Inten.(mm/hr)= 37.80 36.6301538> over (min) 10.00 18.0001539> Storage Coeff. (min)= 9.26 (ii) 18.48 (ii)01540> Unit Hyd. Tpeak (min)= 10.00 18.0001541> Unit Hyd. peak (cms)= .12 .0601542> *TOTALS*01543> PEAK FLOW (cms)= .47 .42 .887 (iii)01544> TIME TO PEAK (hrs)= 12.00 12.07 12.00001545> RUNOFF VOLUME (mm)= 87.99 50.77 65.66101546> TOTAL RAINFALL (mm)= 90.00 90.00 90.00001547> RUNOFF COEFFICIENT = .98 .56 .73001548> 01549> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01550> CN* = 75.0 Ia = Dep. Storage (Above)01551> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01552> THAN THE STORAGE COEFFICIENT.01553> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01554> 01555> --------------------------------------------------------------------------------01556> 005:0010------------------------------------------------------------------------01557> *Wast Pond, Pond 3* 01558> ---------------------01559> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01560> | IN>07:(202 ) |01561> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========01562> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01563> (cms) (ha.m.) | (cms) (ha.m.)01564> .000 .0000E+00 | .174 .2600E+0001565> .028 .1600E+00 | .236 .3500E+0001566> .076 .1600E+00 | .332 .4500E+0001567> .137 .2400E+00 | .000 .0000E+0001568> 01569> ROUTING RESULTS AREA QPEAK TPEAK R.V.01570> -------------------- (ha) (cms) (hrs) (mm)01571> INFLOW >07: (202 ) 11.23 .887 12.000 65.66101572> OUTFLOW<08: (Pond3 ) 11.23 .256 13.167 65.66001573> OVERFLOW<10: (C1over) .00 .000 .000 .00001574> 01575> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001576> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001577> PERCENTAGE OF TIME OVERFLOWING (%)= .0001578> 01579> 01580> PEAK FLOW REDUCTION [Qout/Qin](%)= 28.84801581> TIME SHIFT OF PEAK FLOW (min)= 70.0001582> MAXIMUM STORAGE USED (ha.m.)=.3708E+0001583> 01584> --------------------------------------------------------------------------------01585> 005:0011------------------------------------------------------------------------01586> --------------------01587> | PRINT HYD | AREA (ha)= .00001588> | ID=06 ( ) | QPEAK (cms)= .000 (i)01589> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001590> -------------------- VOLUME (mm)= .00001591> 01592> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01593> *** WARNING: This hydrograph is dry. 01594> --------------------------------------------------------------------------------01595> 005:0012------------------------------------------------------------------------01596> *South Pond to Wetland* 01597> * 01598> ----------------------01599> | CALIB STANDHYD | Area (ha)= 6.3701600> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0001601> ----------------------01602> IMPERVIOUS PERVIOUS (i)01603> Surface Area (ha)= 4.46 1.9101604> Dep. Storage (mm)= 2.00 5.0001605> Average Slope (%)= .50 2.0001606> Length (m)= 206.00 40.0001607> Mannings n = .015 .20001608> 01609> Max.eff.Inten.(mm/hr)= 37.80 40.7601610> over (min) 8.00 16.0001611> Storage Coeff. (min)= 7.80 (ii) 16.64 (ii)01612> Unit Hyd. Tpeak (min)= 8.00 16.0001613> Unit Hyd. peak (cms)= .14 .0701614> *TOTALS*01615> PEAK FLOW (cms)= .37 .19 .558 (iii)01616> TIME TO PEAK (hrs)= 12.00 12.03 12.00001617> RUNOFF VOLUME (mm)= 88.00 52.48 72.01801618> TOTAL RAINFALL (mm)= 90.00 90.00 90.00001619> RUNOFF COEFFICIENT = .98 .58 .80001620>

LGarner

Text Box

25 YR

(C:\...PG3.out)


01621> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01622> CN* = 75.0 Ia = Dep. Storage (Above)01623> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01624> THAN THE STORAGE COEFFICIENT.01625> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01626> 01627> --------------------------------------------------------------------------------01628> 005:0013------------------------------------------------------------------------01629> *South Pond, Pond 2* 01630> ---------------------01631> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01632> | IN>09:(203 ) |01633> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========01634> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01635> (cms) (ha.m.) | (cms) (ha.m.)01636> **** ERROR: Check the OUTFLOW-STORAGE table. 01637> .000 .0000E+00 | .199 .1600E+0001638> .019 .1115E+00 | .269 .2500E+0001639> .087 .9000E-01 | .387 .3000E+0001640> .156 .1200E+00 | .000 .0000E+0001641> 01642> ROUTING RESULTS AREA QPEAK TPEAK R.V.01643> -------------------- (ha) (cms) (hrs) (mm)01644> INFLOW >09: (203 ) 6.37 .558 12.000 72.01801645> OUTFLOW<07: (Pond2 ) 6.37 .229 12.433 72.01701646> OVERFLOW<10: (C1over) .00 .000 .000 .00001647> 01648> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001649> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001650> PERCENTAGE OF TIME OVERFLOWING (%)= .0001651> 01652> 01653> PEAK FLOW REDUCTION [Qout/Qin](%)= 41.01301654> TIME SHIFT OF PEAK FLOW (min)= 26.0001655> MAXIMUM STORAGE USED (ha.m.)=.1982E+0001656> 01657> --------------------------------------------------------------------------------01658> 005:0014------------------------------------------------------------------------01659> --------------------01660> | PRINT HYD | AREA (ha)= .00001661> | ID=06 ( ) | QPEAK (cms)= .000 (i)01662> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001663> -------------------- VOLUME (mm)= .00001664> 01665> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01666> *** WARNING: This hydrograph is dry. 01667> --------------------------------------------------------------------------------01668> 005:0015------------------------------------------------------------------------01669> --------------------------------------------------------------------------------01670> 005:0002------------------------------------------------------------------------01671> --------------------------------------------------------------------------------01672> 005:0002------------------------------------------------------------------------01673> --------------------------------------------------------------------------------01674> 005:0002------------------------------------------------------------------------01675> --------------------------------------------------------------------------------01676> 005:0002------------------------------------------------------------------------01677> --------------------------------------------------------------------------------01678> 005:0002------------------------------------------------------------------------01679> ** END OF RUN : 501680> 01681> *******************************************************************************01682> 01683> 01684> 01685> 01686> 01687> --------------------01688> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 01689> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 01690> TZERO = .00 hrs on 001691> METOUT= 2 (output = METRIC) 01692> NRUN = 00601693> NSTORM= 201694> # 1=100SCS24.stm 01695> # 2=Hzl12h15.stm.stm 01696> --------------------------------------------------------------------------------01697> 006:0002------------------------------------------------------------------------01698> *#******************************************************************************01699> *# Project Name: [Paris Grand] Project Number: [PGD020165] 01700> *# Date : 09-27-2012 01701> *# Modeller : [L.Garner] 01702> *# Company : R.J. Burnside & Associates Ltd. 01703> *# License # : 3877524 01704> *#******************************************************************************01705> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 01706> --------------------------------------------------------------------------------01707> 006:0002------------------------------------------------------------------------01708> --------------------01709> | READ STORM | Filename: 100-Year SCS Type-II Storm Distribution 01710> | Ptotal= 110.40 mm| Comments: 100-Year SCS Type-II Storm Distribution 01711> --------------------01712> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01713> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01714> 1.00 1.104 | 7.00 2.208 | 13.00 13.248 | 19.00 2.20801715> 2.00 1.104 | 8.00 2.208 | 14.00 5.520 | 20.00 1.10401716> 3.00 1.104 | 9.00 3.312 | 15.00 3.312 | 21.00 1.10401717> 4.00 2.208 | 10.00 3.312 | 16.00 3.312 | 22.00 2.20801718> 5.00 1.104 | 11.00 5.520 | 17.00 2.208 | 23.00 1.10401719> 6.00 2.208 | 12.00 46.368 | 18.00 2.208 | 24.00 1.10401720> 01721> --------------------------------------------------------------------------------01722> 006:0003------------------------------------------------------------------------01723> * 01724> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01725> * 01726> *East Side of Creek* 01727> * 01728> ----------------------01729> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0001730> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001731> ---------------------- U.H. Tp(hrs)= .29001732> 01733> Unit Hyd Qpeak (cms)= 1.71401734> 01735> PEAK FLOW (cms)= .697 (i)01736> TIME TO PEAK (hrs)= 12.06701737> RUNOFF VOLUME (mm)= 43.07301738> TOTAL RAINFALL (mm)= 110.40001739> RUNOFF COEFFICIENT = .39001740> 01741> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01742> 01743> --------------------------------------------------------------------------------01744> 006:0004------------------------------------------------------------------------01745> *West Side of Creek* 01746> * 01747> ----------------------01748> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0001749> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001750> ---------------------- U.H. Tp(hrs)= .16001751> 01752> Unit Hyd Qpeak (cms)= 1.63801753> 01754> PEAK FLOW (cms)= .407 (i)01755> TIME TO PEAK (hrs)= 12.000

01756> RUNOFF VOLUME (mm)= 43.07301757> TOTAL RAINFALL (mm)= 110.40001758> RUNOFF COEFFICIENT = .39001759> 01760> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01761> 01762> --------------------------------------------------------------------------------01763> 006:0005------------------------------------------------------------------------01764> *Wetland* 01765> * 01766> ----------------------01767> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0001768> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001769> ---------------------- U.H. Tp(hrs)= .24001770> 01771> Unit Hyd Qpeak (cms)= .99801772> 01773> PEAK FLOW (cms)= .351 (i)01774> TIME TO PEAK (hrs)= 12.03301775> RUNOFF VOLUME (mm)= 43.07301776> TOTAL RAINFALL (mm)= 110.40001777> RUNOFF COEFFICIENT = .39001778> 01779> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01780> 01781> --------------------------------------------------------------------------------01782> 006:0006------------------------------------------------------------------------01783> * 01784> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01785> * 01786> *East Side of Creek* 01787> * 01788> ----------------------01789> | CALIB STANDHYD | Area (ha)= 11.9501790> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001791> ----------------------01792> IMPERVIOUS PERVIOUS (i)01793> Surface Area (ha)= 6.81 5.1401794> Dep. Storage (mm)= 2.00 5.0001795> Average Slope (%)= .50 2.0001796> Length (m)= 282.00 40.0001797> Mannings n = .015 .20001798> 01799> Max.eff.Inten.(mm/hr)= 46.37 48.8301800> over (min) 8.00 16.0001801> Storage Coeff. (min)= 8.68 (ii) 16.90 (ii)01802> Unit Hyd. Tpeak (min)= 8.00 16.0001803> Unit Hyd. peak (cms)= .13 .0701804> *TOTALS*01805> PEAK FLOW (cms)= .61 .62 1.230 (iii)01806> TIME TO PEAK (hrs)= 12.00 12.03 12.00001807> RUNOFF VOLUME (mm)= 108.40 68.12 84.23201808> TOTAL RAINFALL (mm)= 110.40 110.40 110.40001809> RUNOFF COEFFICIENT = .98 .62 .76301810> 01811> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01812> CN* = 75.0 Ia = Dep. Storage (Above)01813> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01814> THAN THE STORAGE COEFFICIENT.01815> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01816> 01817> --------------------------------------------------------------------------------01818> 006:0007------------------------------------------------------------------------01819> *East Pond, Pond 1* 01820> ---------------------01821> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01822> | IN>04:(201 ) |01823> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========01824> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01825> (cms) (ha.m.) | (cms) (ha.m.)01826> .000 .0000E+00 | .362 .3400E+0001827> .053 .3059E+00 | .492 .3725E+0001828> .156 .3250E+00 | .697 .4100E+0001829> .283 .3325E+00 | .000 .0000E+0001830> 01831> ROUTING RESULTS AREA QPEAK TPEAK R.V.01832> -------------------- (ha) (cms) (hrs) (mm)01833> INFLOW >04: (201 ) 11.95 1.230 12.000 84.23201834> OUTFLOW<05: (Pond1 ) 11.81 .697 12.133 84.23101835> OVERFLOW<10: (C1over) .14 .385 12.133 84.23201836> 01837> TOTAL NUMBER OF SIMULATED OVERFLOWS = 201838> CUMULATIVE TIME OF OVERFLOWS (hours)= .1701839> PERCENTAGE OF TIME OVERFLOWING (%)= .0701840> 01841> 01842> PEAK FLOW REDUCTION [Qout/Qin](%)= 56.65201843> TIME SHIFT OF PEAK FLOW (min)= 8.0001844> MAXIMUM STORAGE USED (ha.m.)=.4099E+0001845> 01846> --------------------------------------------------------------------------------01847> 006:0008------------------------------------------------------------------------01848> --------------------01849> | PRINT HYD | AREA (ha)= .00001850> | ID=06 ( ) | QPEAK (cms)= .000 (i)01851> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001852> -------------------- VOLUME (mm)= .00001853> 01854> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01855> *** WARNING: This hydrograph is dry. 01856> --------------------------------------------------------------------------------01857> 006:0009------------------------------------------------------------------------01858> *West Side of Gilbert Creek* 01859> * 01860> ----------------------01861> | CALIB STANDHYD | Area (ha)= 11.2301862> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001863> ----------------------01864> IMPERVIOUS PERVIOUS (i)01865> Surface Area (ha)= 6.40 4.8301866> Dep. Storage (mm)= 2.00 5.0001867> Average Slope (%)= .50 2.0001868> Length (m)= 274.00 40.0001869> Mannings n = .015 .20001870> 01871> Max.eff.Inten.(mm/hr)= 46.37 48.8301872> over (min) 8.00 16.0001873> Storage Coeff. (min)= 8.53 (ii) 16.76 (ii)01874> Unit Hyd. Tpeak (min)= 8.00 16.0001875> Unit Hyd. peak (cms)= .14 .0701876> *TOTALS*01877> PEAK FLOW (cms)= .58 .58 1.157 (iii)01878> TIME TO PEAK (hrs)= 12.00 12.03 12.00001879> RUNOFF VOLUME (mm)= 108.40 68.12 84.23201880> TOTAL RAINFALL (mm)= 110.40 110.40 110.40001881> RUNOFF COEFFICIENT = .98 .62 .76301882> 01883> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01884> CN* = 75.0 Ia = Dep. Storage (Above)01885> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01886> THAN THE STORAGE COEFFICIENT.01887> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01888> 01889> --------------------------------------------------------------------------------01890> 006:0010------------------------------------------------------------------------

LGarner

Text Box

100 YR

(C:\...PG3.out)


01891> *Wast Pond, Pond 3* 01892> ---------------------01893> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01894> | IN>07:(202 ) |01895> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========01896> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01897> (cms) (ha.m.) | (cms) (ha.m.)01898> .000 .0000E+00 | .174 .2600E+0001899> .028 .1600E+00 | .236 .3500E+0001900> .076 .1600E+00 | .332 .4500E+0001901> .137 .2400E+00 | .000 .0000E+0001902> 01903> ROUTING RESULTS AREA QPEAK TPEAK R.V.01904> -------------------- (ha) (cms) (hrs) (mm)01905> INFLOW >07: (202 ) 11.23 1.157 12.000 84.23201906> OUTFLOW<08: (Pond3 ) 11.01 .332 12.500 84.23101907> OVERFLOW<10: (C1over) .22 .173 12.500 84.23201908> 01909> TOTAL NUMBER OF SIMULATED OVERFLOWS = 201910> CUMULATIVE TIME OF OVERFLOWS (hours)= .6301911> PERCENTAGE OF TIME OVERFLOWING (%)= .2801912> 01913> 01914> PEAK FLOW REDUCTION [Qout/Qin](%)= 28.68801915> TIME SHIFT OF PEAK FLOW (min)= 30.0001916> MAXIMUM STORAGE USED (ha.m.)=.4499E+0001917> 01918> --------------------------------------------------------------------------------01919> 006:0011------------------------------------------------------------------------01920> --------------------01921> | PRINT HYD | AREA (ha)= .00001922> | ID=06 ( ) | QPEAK (cms)= .000 (i)01923> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001924> -------------------- VOLUME (mm)= .00001925> 01926> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01927> *** WARNING: This hydrograph is dry. 01928> --------------------------------------------------------------------------------01929> 006:0012------------------------------------------------------------------------01930> *South Pond to Wetland* 01931> * 01932> ----------------------01933> | CALIB STANDHYD | Area (ha)= 6.3701934> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0001935> ----------------------01936> IMPERVIOUS PERVIOUS (i)01937> Surface Area (ha)= 4.46 1.9101938> Dep. Storage (mm)= 2.00 5.0001939> Average Slope (%)= .50 2.0001940> Length (m)= 206.00 40.0001941> Mannings n = .015 .20001942> 01943> Max.eff.Inten.(mm/hr)= 46.37 53.7801944> over (min) 8.00 16.0001945> Storage Coeff. (min)= 7.19 (ii) 15.10 (ii)01946> Unit Hyd. Tpeak (min)= 8.00 16.0001947> Unit Hyd. peak (cms)= .15 .0701948> *TOTALS*01949> PEAK FLOW (cms)= .45 .26 .709 (iii)01950> TIME TO PEAK (hrs)= 12.00 12.03 12.00001951> RUNOFF VOLUME (mm)= 108.40 70.10 91.16801952> TOTAL RAINFALL (mm)= 110.40 110.40 110.40001953> RUNOFF COEFFICIENT = .98 .63 .82601954> 01955> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01956> CN* = 75.0 Ia = Dep. Storage (Above)01957> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01958> THAN THE STORAGE COEFFICIENT.01959> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01960> 01961> --------------------------------------------------------------------------------01962> 006:0013------------------------------------------------------------------------01963> *South Pond, Pond 2* 01964> ---------------------01965> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01966> | IN>09:(203 ) |01967> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========01968> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01969> (cms) (ha.m.) | (cms) (ha.m.)01970> **** ERROR: Check the OUTFLOW-STORAGE table. 01971> .000 .0000E+00 | .199 .1600E+0001972> .019 .1115E+00 | .269 .2500E+0001973> .087 .9000E-01 | .387 .3000E+0001974> .156 .1200E+00 | .000 .0000E+0001975> 01976> ROUTING RESULTS AREA QPEAK TPEAK R.V.01977> -------------------- (ha) (cms) (hrs) (mm)01978> INFLOW >09: (203 ) 6.37 .709 12.000 91.16801979> OUTFLOW<07: (Pond2 ) 6.37 .274 12.467 91.16701980> OVERFLOW<10: (C1over) .00 .000 .000 .00001981> 01982> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001983> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001984> PERCENTAGE OF TIME OVERFLOWING (%)= .0001985> 01986> 01987> PEAK FLOW REDUCTION [Qout/Qin](%)= 38.63101988> TIME SHIFT OF PEAK FLOW (min)= 28.0001989> MAXIMUM STORAGE USED (ha.m.)=.2522E+0001990> 01991> --------------------------------------------------------------------------------01992> 006:0014------------------------------------------------------------------------01993> --------------------01994> | PRINT HYD | AREA (ha)= .00001995> | ID=06 ( ) | QPEAK (cms)= .000 (i)01996> | DT= .00 PCYC= 5 | TPEAK (hrs)= .00001997> -------------------- VOLUME (mm)= .00001998> 01999> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02000> *** WARNING: This hydrograph is dry. 02001> --------------------------------------------------------------------------------02002> 006:0015------------------------------------------------------------------------02003> --------------------------------------------------------------------------------02004> 006:0002------------------------------------------------------------------------02005> --------------------------------------------------------------------------------02006> 006:0002------------------------------------------------------------------------02007> --------------------------------------------------------------------------------02008> 006:0002------------------------------------------------------------------------02009> --------------------------------------------------------------------------------02010> 006:0002------------------------------------------------------------------------02011> --------------------------------------------------------------------------------02012> 006:0002------------------------------------------------------------------------02013> --------------------------------------------------------------------------------02014> 006:0002------------------------------------------------------------------------02015> FINISH02016> --------------------------------------------------------------------------------02017> ********************************************************************************02018> WARNINGS / ERRORS / NOTES02019> -------------------------02020> 001:0008 PRINT HYD 02021> *** WARNING: This hydrograph is dry. 02022> 001:0011 PRINT HYD 02023> *** WARNING: This hydrograph is dry. 02024> 001:0013 ROUTE RESERVOIR 02025> **** ERROR: Check the OUTFLOW-STORAGE table.

02026> 001:0014 PRINT HYD 02027> *** WARNING: This hydrograph is dry. 02028> 002:0008 PRINT HYD 02029> *** WARNING: This hydrograph is dry. 02030> 002:0011 PRINT HYD 02031> *** WARNING: This hydrograph is dry. 02032> 002:0013 ROUTE RESERVOIR 02033> **** ERROR: Check the OUTFLOW-STORAGE table. 02034> 002:0014 PRINT HYD 02035> *** WARNING: This hydrograph is dry. 02036> 003:0008 PRINT HYD 02037> *** WARNING: This hydrograph is dry. 02038> 003:0011 PRINT HYD 02039> *** WARNING: This hydrograph is dry. 02040> 003:0013 ROUTE RESERVOIR 02041> **** ERROR: Check the OUTFLOW-STORAGE table. 02042> 003:0014 PRINT HYD 02043> *** WARNING: This hydrograph is dry. 02044> 004:0008 PRINT HYD 02045> *** WARNING: This hydrograph is dry. 02046> 004:0011 PRINT HYD 02047> *** WARNING: This hydrograph is dry. 02048> 004:0013 ROUTE RESERVOIR 02049> **** ERROR: Check the OUTFLOW-STORAGE table. 02050> 004:0014 PRINT HYD 02051> *** WARNING: This hydrograph is dry. 02052> 005:0008 PRINT HYD 02053> *** WARNING: This hydrograph is dry. 02054> 005:0011 PRINT HYD 02055> *** WARNING: This hydrograph is dry. 02056> 005:0013 ROUTE RESERVOIR 02057> **** ERROR: Check the OUTFLOW-STORAGE table. 02058> 005:0014 PRINT HYD 02059> *** WARNING: This hydrograph is dry. 02060> 006:0008 PRINT HYD 02061> *** WARNING: This hydrograph is dry. 02062> 006:0011 PRINT HYD 02063> *** WARNING: This hydrograph is dry. 02064> 006:0013 ROUTE RESERVOIR 02065> **** ERROR: Check the OUTFLOW-STORAGE table. 02066> 006:0014 PRINT HYD 02067> *** WARNING: This hydrograph is dry. 02068> Simulation ended on 2012-09-27 at 15:51:0402069> ================================================================================02070> 02071>

SWMHYMO Modelling

Pre and Post Development � External Area Included

Data File

(C:\...PG4.dat)


00001> 2 Metric units00002> *#******************************************************************************00003> *# Project Name: [Paris Grand] Project Number: [PGD020165]00004> *# Date : 09-27-201200005> *# Modeller : [L.Garner]00006> *# Company : R.J. Burnside & Associates Ltd.00007> *# License # : 3877524 00008> *#******************************************************************************00009> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)*00010> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[1] 00011> *% ["25mm4hr.stm"] <--storm filename00012> *%-----------------|-----------------------------------------------------------|00013> READ STORM STORM_FILENAME=["STORM.001"]00014> *%-----------------|-----------------------------------------------------------|00015> *00016> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK*00017> *00018> *%-----------------|-----------------------------------------------------------|00019> *East Side of Creek*00020> *00021> CALIB NASHYD ID=[1], NHYD=["101"], DT=[2]min, AREA=[13.01](ha),00022> DWF=[0](cms), CN/C=[61], IA=[2.5](mm),00023> N=[3], TP=[0.29]hrs,00024> RAINFALL=[ , , , , ](mm/hr), END=-100025> *%-----------------|-----------------------------------------------------------|00026> *West Side of Creek*00027> *00028> CALIB NASHYD ID=[2], NHYD=["102"], DT=[2]min, AREA=[6.86](ha),00029> DWF=[0](cms), CN/C=[61], IA=[2.5](mm),00030> N=[3], TP=[0.16]hrs,00031> RAINFALL=[ , , , , ](mm/hr), END=-100032> *%-----------------|-----------------------------------------------------------|00033> *Wetland*00034> *00035> CALIB NASHYD ID=[3], NHYD=["103"], DT=[2]min, AREA=[6.27](ha),00036> DWF=[0](cms), CN/C=[61], IA=[2.5](mm),00037> N=[3], TP=[0.24]hrs,00038> RAINFALL=[ , , , , ](mm/hr), END=-100039> *%-----------------|-----------------------------------------------------------|00040> *00041> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK*00042> *00043> *%-----------------|-----------------------------------------------------------|00044> *East Side of Creek*00045> *00046> CALIB STANDHYD ID=[4], NHYD=["201"], DT=[2.0](min), AREA=[21.47](ha),00047> XIMP=[0.40], TIMP=[0.57], DWF=[0](cms), LOSS=[2], 00048> SCS curve number CN=[75],00049> Pervious surfaces: IAper=[5.0](mm), SLPP=[2.0](%), 00050> LGP=[40](m), MNP=[0.20], SCP=[0](min),00051> Impervious surfaces: IAimp=[2.0](mm), SLPI=[0.5](%), 00052> LGI=[378](m), MNI=[0.015], SCI=[0](min)00053> RAINFALL=[ , , , , ](mm/hr) , END=-100054> *%-----------------|-----------------------------------------------------------|00055> *East Pond, Pond 1*00056> ROUTE RESERVOIR IDout=[5], NHYD=["Pond1"], IDin=[4], 00057> RDT=[2](min), 00058> TABLE of ( OUTFLOW-STORAGE ) values 00059> (cms) - (ha-m)00060> [ 0.000 , 0.000 ] 00061> [ 0.053 , 0.3059 ] ED00062> [ 0.156 , 0.3725 ] two00063> [ 0.283 , 0.5170 ] five00064> [ 0.362 , 0.6000 ] ten00065> [ 0.492 , 0.7200 ] twentyfive00066> [ 0.697 , 0.8900 ] hundred00067> [ -1 , -1]00068> IDovf=[10], NHYDovf=["C1over"]00069> *%-----------------|-----------------------------------------------------------|00070> PRINT HYD ID=[5], # OF PCYCLES=[5]00071> *%-----------------|-----------------------------------------------------------|00072> *West Side of Gilbert Creek*00073> *00074> CALIB STANDHYD ID=[7], NHYD=["202"], DT=[2.0](min), AREA=[11.23](ha),00075> XIMP=[0.40], TIMP=[0.57], DWF=[0](cms), LOSS=[2], 00076> SCS curve number CN=[75],00077> Pervious surfaces: IAper=[5.0](mm), SLPP=[2.0](%), 00078> LGP=[40](m), MNP=[0.20], SCP=[0](min),00079> Impervious surfaces: IAimp=[2.0](mm), SLPI=[0.5](%), 00080> LGI=[274](m), MNI=[0.015], SCI=[0](min)00081> RAINFALL=[ , , , , ](mm/hr) , END=-100082> *%-----------------|-----------------------------------------------------------|00083> *Wast Pond, Pond 3*00084> 00085> ROUTE RESERVOIR IDout=[8], NHYD=["Pond3"], IDin=[7], 00086> RDT=[2](min), 00087> TABLE of ( OUTFLOW-STORAGE ) values 00088> (cms) - (ha-m)00089> [ 0.000 , 0.000 ] 00090> [ 0.028 , 0.1600] ED00091> [ 0.093 , 0.1930 ] two00092> [ 0.168 , 0.2625 ] five00093> [ 0.213 , 0.3050 ] ten00094> [ 0.289 , 0.3650 ] twentyfive00095> [ 0.407 , 0.4450 ] hundred00096> [ -1 , -1]00097> IDovf=[10], NHYDovf=["C1over"]00098> *%-----------------|-----------------------------------------------------------|00099> PRINT HYD ID=[8], # OF PCYCLES=[5]00100> *%-----------------|-----------------------------------------------------------|00101> *South Pond to Wetland*00102> *00103> CALIB STANDHYD ID=[9], NHYD=["203"], DT=[2.0](min), AREA=[6.37](ha),00104> XIMP=[0.55], TIMP=[0.70], DWF=[0](cms), LOSS=[2], 00105> SCS curve number CN=[75],00106> Pervious surfaces: IAper=[5.0](mm), SLPP=[2.0](%), 00107> LGP=[40](m), MNP=[0.20], SCP=[0](hrs),00108> Impervious surfaces: IAimp=[2.0](mm), SLPI=[0.5](%), 00109> LGI=[206](m), MNI=[0.015], SCI=[0](hrs)00110> RAINFALL=[ , , , , ](mm/hr) , END=-100111> *%-----------------|-----------------------------------------------------------|00112> *South Pond, Pond 2*00113> ROUTE RESERVOIR IDout=[7], NHYD=["Pond2"], IDin=[9], 00114> RDT=[2](min), 00115> TABLE of ( OUTFLOW-STORAGE ) values 00116> (cms) - (ha-m)00117> [ 0.000 , 0.000 ] 00118> [ 0.019 , 0.1115 ] ED00119> [ 0.079 , 0.1250 ] two00120> [ 0.143 , 0.1575 ] five00121> [ 0.183 , 0.1775 ] ten00122> [ 0.248 , 0.2075 ] twentyfive00123> [ 0.351 , 0.2500 ] hundred00124> [ -1 , -1]00125> IDovf=[10], NHYDovf=["C1over"]00126> *%-----------------|-----------------------------------------------------------|00127> PRINT HYD ID=[7], # OF PCYCLES=[5]00128> *%-----------------|-----------------------------------------------------------|00129> *% 2-year SCS Storm Distribution for Gilbert Creek , ON. (24-hour)00130> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[2] 00131> *% ["2SCS24.stm"] <--storm filename00132> *%-----------------|-----------------------------------------------------------|00133> *% 5-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00134> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[3] 00135> *% ["5SCS24.stm"] <--storm filename

00136> *%-----------------|-----------------------------------------------------------|00137> *% 10-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00138> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[4] 00139> *% ["10SCS24.stm"] <--storm filename00140> *%-----------------|-----------------------------------------------------------|00141> *% 25-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00142> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[5] 00143> *% ["25SCS24.stm"] <--storm filename00144> *%-----------------|-----------------------------------------------------------|00145> *% 50-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00146> START TZERO=[0.0], METOUT=[2], NSTORM=[1], NRUN=[5] 00147> *% ["50SCS24.stm"] <--storm filename00148> *%-----------------|-----------------------------------------------------------|00149> *% 100-year SCS Storm Distribution for Gilbert Creek, ON. (24-hour)00150> START TZERO=[0.0], METOUT=[2], NSTORM=[2], NRUN=[6] 00151> *% ["100SCS24.stm"] <--storm filename00152> *% ["Hzl12h15.stm.stm"]00153> *%-----------------|-----------------------------------------------------------|00154> FINISH00155> 00156> 00157> 00158> 00159> 00160> 00161> 00162> 00163> 00164> 00165> 00166> 00167> 00168> 00169> 00170> 00171> 00172> 00173> 00174> 00175> 00176> 00177> 00178> 00179> 00180> 00181> 00182> 00183> 00184> 00185> 00186> 00187> 00188> 00189> 00190> 00191> 00192> 00193> 00194> 00195> 00196> 00197> 00198> 00199> 00200> 00201> 00202> 00203> 00204> 00205> 00206> 00207> 00208> 00209> 00210> 00211> 00212> 00213> 00214> 00215> 00216> 00217> 00218> 00219> 00220> 00221>

SWMHYMO Modelling

Pre and Post Development � External Area Included

Output File

(C:\...PG4.out)


00001> ================================================================================00002> 00003> SSSSS W W M M H H Y Y M M OOO 999 999 =========00004> S W W W MM MM H H Y Y MM MM O O 9 9 9 9 00005> SSSSS W W W M M M HHHHH Y M M M O O ## 9 9 9 9 Ver 4.0500006> S W W M M H H Y M M O O 9999 9999 Sept 201100007> SSSSS W W M M H H Y M M OOO 9 9 =========00008> 9 9 9 9 # 387752400009> StormWater Management HYdrologic Model 999 999 =========00010> 00011> *******************************************************************************00012> ***************************** SWMHYMO Ver/4.05 ******************************00013> ********* A single event and continuous hydrologic simulation model *********00014> ********* based on the principles of HYMO and its successors *********00015> ********* OTTHYMO-83 and OTTHYMO-89. *********00016> *******************************************************************************00017> ********* Distributed by: J.F. Sabourin and Associates Inc. *********00018> ********* Ottawa, Ontario: (613) 836-3884 *********00019> ********* Gatineau, Quebec: (819) 243-6858 *********00020> ********* E-Mail: [email protected] *********00021> *******************************************************************************00022> 00023> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00024> +++++++++ Licensed user: R.J. Burnside & Associates Ltd +++++++++00025> +++++++++ Brampton SERIAL#:3877524 +++++++++00026> +++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++00027> 00028> *******************************************************************************00029> ********* ++++++ PROGRAM ARRAY DIMENSIONS ++++++ *********00030> ********* Maximum value for ID numbers : 10 *********00031> ********* Max. number of rainfall points: 105408 *********00032> ********* Max. number of flow points : 105408 *********00033> *******************************************************************************00034> 00035> 00036> ********************** D E T A I L E D O U T P U T **********************00037> *******************************************************************************00038> * DATE: 2012-10-01 TIME: 15:15:49 RUN COUNTER: 000188 *00039> *******************************************************************************00040> * Input filename: C:\SWMHYM~1\PARISG~1\PG4.dat *00041> * Output filename: C:\SWMHYM~1\PARISG~1\PG4.out *00042> * Summary filename: C:\SWMHYM~1\PARISG~1\PG4.sum *00043> * User comments: *00044> * 1:__________________________________________________________________________*00045> * 2:__________________________________________________________________________*00046> * 3:__________________________________________________________________________*00047> *******************************************************************************00048> 00049> --------------------------------------------------------------------------------00050> 001:0001------------------------------------------------------------------------00051> *#******************************************************************************00052> *# Project Name: [Paris Grand] Project Number: [PGD020165] 00053> *# Date : 09-27-2012 00054> *# Modeller : [L.Garner] 00055> *# Company : R.J. Burnside & Associates Ltd. 00056> *# License # : 3877524 00057> *#******************************************************************************00058> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 00059> --------------------00060> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 00061> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 00062> TZERO = .00 hrs on 000063> METOUT= 2 (output = METRIC) 00064> NRUN = 00100065> NSTORM= 100066> # 1=25mm4hr.stm 00067> --------------------------------------------------------------------------------00068> 001:0002------------------------------------------------------------------------00069> --------------------00070> | READ STORM | Filename: 25mm Chicago Storm Distribution (24-hour00071> | Ptotal= 25.00 mm| Comments: 25mm Chicago Storm Distribution (24-hour00072> --------------------00073> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00074> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00075> .17 1.500 | 1.33 36.300 | 2.50 2.850 | 3.67 1.50000076> .33 2.100 | 1.50 23.550 | 2.67 2.400 | 3.83 1.05000077> .50 2.250 | 1.67 9.900 | 2.83 2.250 | 4.00 .60000078> .67 2.550 | 1.83 6.300 | 3.00 2.100 | 4.17 .30000079> .83 4.050 | 2.00 4.800 | 3.17 1.800 |00080> 1.00 7.500 | 2.17 3.900 | 3.33 1.650 |00081> 1.17 24.000 | 2.33 3.150 | 3.50 1.650 |00082> 00083> --------------------------------------------------------------------------------00084> 001:0003------------------------------------------------------------------------00085> * 00086> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00087> * 00088> *East Side of Creek* 00089> * 00090> ----------------------00091> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0000092> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000093> ---------------------- U.H. Tp(hrs)= .29000094> 00095> Unit Hyd Qpeak (cms)= 1.71400096> 00097> PEAK FLOW (cms)= .081 (i)00098> TIME TO PEAK (hrs)= 1.73300099> RUNOFF VOLUME (mm)= 2.73800100> TOTAL RAINFALL (mm)= 25.00000101> RUNOFF COEFFICIENT = .11000102> 00103> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00104> 00105> --------------------------------------------------------------------------------00106> 001:0004------------------------------------------------------------------------00107> *West Side of Creek* 00108> * 00109> ----------------------00110> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0000111> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000112> ---------------------- U.H. Tp(hrs)= .16000113> 00114> Unit Hyd Qpeak (cms)= 1.63800115> 00116> PEAK FLOW (cms)= .056 (i)00117> TIME TO PEAK (hrs)= 1.56700118> RUNOFF VOLUME (mm)= 2.73800119> TOTAL RAINFALL (mm)= 25.00000120> RUNOFF COEFFICIENT = .11000121> 00122> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00123> 00124> --------------------------------------------------------------------------------00125> 001:0005------------------------------------------------------------------------00126> *Wetland* 00127> * 00128> ----------------------00129> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0000130> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000131> ---------------------- U.H. Tp(hrs)= .24000132> 00133> Unit Hyd Qpeak (cms)= .99800134> 00135> PEAK FLOW (cms)= .043 (i)

00136> TIME TO PEAK (hrs)= 1.66700137> RUNOFF VOLUME (mm)= 2.73800138> TOTAL RAINFALL (mm)= 25.00000139> RUNOFF COEFFICIENT = .11000140> 00141> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00142> 00143> --------------------------------------------------------------------------------00144> 001:0006------------------------------------------------------------------------00145> * 00146> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00147> * 00148> *East Side of Creek* 00149> * 00150> ----------------------00151> | CALIB STANDHYD | Area (ha)= 21.4700152> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000153> ----------------------00154> IMPERVIOUS PERVIOUS (i)00155> Surface Area (ha)= 12.24 9.2300156> Dep. Storage (mm)= 2.00 5.0000157> Average Slope (%)= .50 2.0000158> Length (m)= 378.00 40.0000159> Mannings n = .015 .20000160> 00161> Max.eff.Inten.(mm/hr)= 34.25 8.2800162> over (min) 12.00 28.0000163> Storage Coeff. (min)= 11.68 (ii) 28.41 (ii)00164> Unit Hyd. Tpeak (min)= 12.00 28.0000165> Unit Hyd. peak (cms)= .10 .0400166> *TOTALS*00167> PEAK FLOW (cms)= .63 .13 .684 (iii)00168> TIME TO PEAK (hrs)= 1.47 1.90 1.50000169> RUNOFF VOLUME (mm)= 23.00 5.59 12.55200170> TOTAL RAINFALL (mm)= 25.00 25.00 25.00000171> RUNOFF COEFFICIENT = .92 .22 .50200172> 00173> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00174> CN* = 75.0 Ia = Dep. Storage (Above)00175> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00176> THAN THE STORAGE COEFFICIENT.00177> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00178> 00179> --------------------------------------------------------------------------------00180> 001:0007------------------------------------------------------------------------00181> *East Pond, Pond 1* 00182> ---------------------00183> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00184> | IN>04:(201 ) |00185> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========00186> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00187> (cms) (ha.m.) | (cms) (ha.m.)00188> .000 .0000E+00 | .362 .6000E+0000189> .053 .3059E+00 | .492 .7200E+0000190> .156 .3725E+00 | .697 .8900E+0000191> .283 .5170E+00 | .000 .0000E+0000192> 00193> ROUTING RESULTS AREA QPEAK TPEAK R.V.00194> -------------------- (ha) (cms) (hrs) (mm)00195> INFLOW >04: (201 ) 21.47 .684 1.500 12.55200196> OUTFLOW<05: (Pond1 ) 21.47 .040 4.167 12.55200197> OVERFLOW<10: (C1over) .00 .000 .000 .00000198> 00199> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000200> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000201> PERCENTAGE OF TIME OVERFLOWING (%)= .0000202> 00203> 00204> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.83900205> TIME SHIFT OF PEAK FLOW (min)= 160.0000206> MAXIMUM STORAGE USED (ha.m.)=.2304E+0000207> 00208> --------------------------------------------------------------------------------00209> 001:0008------------------------------------------------------------------------00210> --------------------00211> | PRINT HYD | AREA (ha)= 21.47000212> | ID=05 (Pond1 ) | QPEAK (cms)= .040 (i)00213> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 4.16700214> -------------------- VOLUME (mm)= 12.55200215> 00216> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00217> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW00218> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms00219> .00 .000| 27.67 .009| 55.33 .002| 83.00 .000| 110.67 .00000220> .17 .000| 27.83 .009| 55.50 .002| 83.17 .000| 110.83 .00000221> .33 .000| 28.00 .009| 55.67 .002| 83.33 .000| 111.00 .00000222> .50 .000| 28.17 .009| 55.83 .002| 83.50 .000| 111.17 .00000223> .67 .000| 28.33 .009| 56.00 .002| 83.67 .000| 111.33 .00000224> .83 .000| 28.50 .009| 56.17 .002| 83.83 .000| 111.50 .00000225> 1.00 .000| 28.67 .009| 56.33 .002| 84.00 .000| 111.67 .00000226> 1.17 .002| 28.83 .009| 56.50 .002| 84.17 .000| 111.83 .00000227> 1.33 .006| 29.00 .009| 56.67 .002| 84.33 .000| 112.00 .00000228> 1.50 .012| 29.17 .009| 56.83 .002| 84.50 .000| 112.17 .00000229> 1.67 .019| 29.33 .009| 57.00 .002| 84.67 .000| 112.33 .00000230> 1.83 .024| 29.50 .008| 57.17 .002| 84.83 .000| 112.50 .00000231> 2.00 .028| 29.67 .008| 57.33 .001| 85.00 .000| 112.67 .00000232> 2.17 .030| 29.83 .008| 57.50 .001| 85.17 .000| 112.83 .00000233> 2.33 .032| 30.00 .008| 57.67 .001| 85.33 .000| 113.00 .00000234> 2.50 .034| 30.17 .008| 57.83 .001| 85.50 .000| 113.17 .00000235> 2.67 .035| 30.33 .008| 58.00 .001| 85.67 .000| 113.33 .00000236> 2.83 .036| 30.50 .008| 58.17 .001| 85.83 .000| 113.50 .00000237> 3.00 .037| 30.67 .008| 58.33 .001| 86.00 .000| 113.67 .00000238> 3.17 .038| 30.83 .008| 58.50 .001| 86.17 .000| 113.83 .00000239> 3.33 .038| 31.00 .008| 58.67 .001| 86.33 .000| 114.00 .00000240> 3.50 .039| 31.17 .008| 58.83 .001| 86.50 .000| 114.17 .00000241> 3.67 .039| 31.33 .008| 59.00 .001| 86.67 .000| 114.33 .00000242> 3.83 .040| 31.50 .007| 59.17 .001| 86.83 .000| 114.50 .00000243> 4.00 .040| 31.67 .007| 59.33 .001| 87.00 .000| 114.67 .00000244> 4.17 .040| 31.83 .007| 59.50 .001| 87.17 .000| 114.83 .00000245> 4.33 .040| 32.00 .007| 59.67 .001| 87.33 .000| 115.00 .00000246> 4.50 .040| 32.17 .007| 59.83 .001| 87.50 .000| 115.17 .00000247> 4.67 .039| 32.33 .007| 60.00 .001| 87.67 .000| 115.33 .00000248> 4.83 .039| 32.50 .007| 60.17 .001| 87.83 .000| 115.50 .00000249> 5.00 .039| 32.67 .007| 60.33 .001| 88.00 .000| 115.67 .00000250> 5.17 .038| 32.83 .007| 60.50 .001| 88.17 .000| 115.83 .00000251> 5.33 .038| 33.00 .007| 60.67 .001| 88.33 .000| 116.00 .00000252> 5.50 .038| 33.17 .007| 60.83 .001| 88.50 .000| 116.17 .00000253> 5.67 .037| 33.33 .007| 61.00 .001| 88.67 .000| 116.33 .00000254> 5.83 .037| 33.50 .007| 61.17 .001| 88.83 .000| 116.50 .00000255> 6.00 .037| 33.67 .007| 61.33 .001| 89.00 .000| 116.67 .00000256> 6.17 .036| 33.83 .006| 61.50 .001| 89.17 .000| 116.83 .00000257> 6.33 .036| 34.00 .006| 61.67 .001| 89.33 .000| 117.00 .00000258> 6.50 .035| 34.17 .006| 61.83 .001| 89.50 .000| 117.17 .00000259> 6.67 .035| 34.33 .006| 62.00 .001| 89.67 .000| 117.33 .00000260> 6.83 .035| 34.50 .006| 62.17 .001| 89.83 .000| 117.50 .00000261> 7.00 .034| 34.67 .006| 62.33 .001| 90.00 .000| 117.67 .00000262> 7.17 .034| 34.83 .006| 62.50 .001| 90.17 .000| 117.83 .00000263> 7.33 .034| 35.00 .006| 62.67 .001| 90.33 .000| 118.00 .00000264> 7.50 .033| 35.17 .006| 62.83 .001| 90.50 .000| 118.17 .00000265> 7.67 .033| 35.33 .006| 63.00 .001| 90.67 .000| 118.33 .00000266> 7.83 .033| 35.50 .006| 63.17 .001| 90.83 .000| 118.50 .00000267> 8.00 .032| 35.67 .006| 63.33 .001| 91.00 .000| 118.67 .00000268> 8.17 .032| 35.83 .006| 63.50 .001| 91.17 .000| 118.83 .00000269> 8.33 .032| 36.00 .006| 63.67 .001| 91.33 .000| 119.00 .00000270> 8.50 .031| 36.17 .006| 63.83 .001| 91.50 .000| 119.17 .000

(C:\...PG4.out)


00271> 8.67 .031| 36.33 .006| 64.00 .001| 91.67 .000| 119.33 .00000272> 8.83 .031| 36.50 .005| 64.17 .001| 91.83 .000| 119.50 .00000273> 9.00 .030| 36.67 .005| 64.33 .001| 92.00 .000| 119.67 .00000274> 9.17 .030| 36.83 .005| 64.50 .001| 92.17 .000| 119.83 .00000275> 9.33 .030| 37.00 .005| 64.67 .001| 92.33 .000| 120.00 .00000276> 9.50 .029| 37.17 .005| 64.83 .001| 92.50 .000| 120.17 .00000277> 9.67 .029| 37.33 .005| 65.00 .001| 92.67 .000| 120.33 .00000278> 9.83 .029| 37.50 .005| 65.17 .001| 92.83 .000| 120.50 .00000279> 10.00 .028| 37.67 .005| 65.33 .001| 93.00 .000| 120.67 .00000280> 10.17 .028| 37.83 .005| 65.50 .001| 93.17 .000| 120.83 .00000281> 10.33 .028| 38.00 .005| 65.67 .001| 93.33 .000| 121.00 .00000282> 10.50 .028| 38.17 .005| 65.83 .001| 93.50 .000| 121.17 .00000283> 10.67 .027| 38.33 .005| 66.00 .001| 93.67 .000| 121.33 .00000284> 10.83 .027| 38.50 .005| 66.17 .001| 93.83 .000| 121.50 .00000285> 11.00 .027| 38.67 .005| 66.33 .001| 94.00 .000| 121.67 .00000286> 11.17 .026| 38.83 .005| 66.50 .001| 94.17 .000| 121.83 .00000287> 11.33 .026| 39.00 .005| 66.67 .001| 94.33 .000| 122.00 .00000288> 11.50 .026| 39.17 .005| 66.83 .001| 94.50 .000| 122.17 .00000289> 11.67 .026| 39.33 .005| 67.00 .001| 94.67 .000| 122.33 .00000290> 11.83 .025| 39.50 .005| 67.17 .001| 94.83 .000| 122.50 .00000291> 12.00 .025| 39.67 .004| 67.33 .001| 95.00 .000| 122.67 .00000292> 12.17 .025| 39.83 .004| 67.50 .001| 95.17 .000| 122.83 .00000293> 12.33 .025| 40.00 .004| 67.67 .001| 95.33 .000| 123.00 .00000294> 12.50 .024| 40.17 .004| 67.83 .001| 95.50 .000| 123.17 .00000295> 12.67 .024| 40.33 .004| 68.00 .001| 95.67 .000| 123.33 .00000296> 12.83 .024| 40.50 .004| 68.17 .001| 95.83 .000| 123.50 .00000297> 13.00 .024| 40.67 .004| 68.33 .001| 96.00 .000| 123.67 .00000298> 13.17 .023| 40.83 .004| 68.50 .001| 96.17 .000| 123.83 .00000299> 13.33 .023| 41.00 .004| 68.67 .001| 96.33 .000| 124.00 .00000300> 13.50 .023| 41.17 .004| 68.83 .001| 96.50 .000| 124.17 .00000301> 13.67 .023| 41.33 .004| 69.00 .001| 96.67 .000| 124.33 .00000302> 13.83 .022| 41.50 .004| 69.17 .001| 96.83 .000| 124.50 .00000303> 14.00 .022| 41.67 .004| 69.33 .001| 97.00 .000| 124.67 .00000304> 14.17 .022| 41.83 .004| 69.50 .001| 97.17 .000| 124.83 .00000305> 14.33 .022| 42.00 .004| 69.67 .001| 97.33 .000| 125.00 .00000306> 14.50 .022| 42.17 .004| 69.83 .001| 97.50 .000| 125.17 .00000307> 14.67 .021| 42.33 .004| 70.00 .001| 97.67 .000| 125.33 .00000308> 14.83 .021| 42.50 .004| 70.17 .001| 97.83 .000| 125.50 .00000309> 15.00 .021| 42.67 .004| 70.33 .001| 98.00 .000| 125.67 .00000310> 15.17 .021| 42.83 .004| 70.50 .001| 98.17 .000| 125.83 .00000311> 15.33 .020| 43.00 .004| 70.67 .001| 98.33 .000| 126.00 .00000312> 15.50 .020| 43.17 .004| 70.83 .001| 98.50 .000| 126.17 .00000313> 15.67 .020| 43.33 .004| 71.00 .001| 98.67 .000| 126.33 .00000314> 15.83 .020| 43.50 .004| 71.17 .001| 98.83 .000| 126.50 .00000315> 16.00 .020| 43.67 .003| 71.33 .001| 99.00 .000| 126.67 .00000316> 16.17 .019| 43.83 .003| 71.50 .001| 99.17 .000| 126.83 .00000317> 16.33 .019| 44.00 .003| 71.67 .001| 99.33 .000| 127.00 .00000318> 16.50 .019| 44.17 .003| 71.83 .001| 99.50 .000| 127.17 .00000319> 16.67 .019| 44.33 .003| 72.00 .001| 99.67 .000| 127.33 .00000320> 16.83 .019| 44.50 .003| 72.17 .001| 99.83 .000| 127.50 .00000321> 17.00 .018| 44.67 .003| 72.33 .001| 100.00 .000| 127.67 .00000322> 17.17 .018| 44.83 .003| 72.50 .001| 100.17 .000| 127.83 .00000323> 17.33 .018| 45.00 .003| 72.67 .001| 100.33 .000| 128.00 .00000324> 17.50 .018| 45.17 .003| 72.83 .001| 100.50 .000| 128.17 .00000325> 17.67 .018| 45.33 .003| 73.00 .001| 100.67 .000| 128.33 .00000326> 17.83 .017| 45.50 .003| 73.17 .001| 100.83 .000| 128.50 .00000327> 18.00 .017| 45.67 .003| 73.33 .001| 101.00 .000| 128.67 .00000328> 18.17 .017| 45.83 .003| 73.50 .001| 101.17 .000| 128.83 .00000329> 18.33 .017| 46.00 .003| 73.67 .001| 101.33 .000| 129.00 .00000330> 18.50 .017| 46.17 .003| 73.83 .001| 101.50 .000| 129.17 .00000331> 18.67 .017| 46.33 .003| 74.00 .001| 101.67 .000| 129.33 .00000332> 18.83 .016| 46.50 .003| 74.17 .001| 101.83 .000| 129.50 .00000333> 19.00 .016| 46.67 .003| 74.33 .001| 102.00 .000| 129.67 .00000334> 19.17 .016| 46.83 .003| 74.50 .001| 102.17 .000| 129.83 .00000335> 19.33 .016| 47.00 .003| 74.67 .001| 102.33 .000| 130.00 .00000336> 19.50 .016| 47.17 .003| 74.83 .000| 102.50 .000| 130.17 .00000337> 19.67 .016| 47.33 .003| 75.00 .000| 102.67 .000| 130.33 .00000338> 19.83 .015| 47.50 .003| 75.17 .000| 102.83 .000| 130.50 .00000339> 20.00 .015| 47.67 .003| 75.33 .000| 103.00 .000| 130.67 .00000340> 20.17 .015| 47.83 .003| 75.50 .000| 103.17 .000| 130.83 .00000341> 20.33 .015| 48.00 .003| 75.67 .000| 103.33 .000| 131.00 .00000342> 20.50 .015| 48.17 .003| 75.83 .000| 103.50 .000| 131.17 .00000343> 20.67 .015| 48.33 .003| 76.00 .000| 103.67 .000| 131.33 .00000344> 20.83 .015| 48.50 .003| 76.17 .000| 103.83 .000| 131.50 .00000345> 21.00 .014| 48.67 .003| 76.33 .000| 104.00 .000| 131.67 .00000346> 21.17 .014| 48.83 .003| 76.50 .000| 104.17 .000| 131.83 .00000347> 21.33 .014| 49.00 .003| 76.67 .000| 104.33 .000| 132.00 .00000348> 21.50 .014| 49.17 .002| 76.83 .000| 104.50 .000| 132.17 .00000349> 21.67 .014| 49.33 .002| 77.00 .000| 104.67 .000| 132.33 .00000350> 21.83 .014| 49.50 .002| 77.17 .000| 104.83 .000| 132.50 .00000351> 22.00 .013| 49.67 .002| 77.33 .000| 105.00 .000| 132.67 .00000352> 22.17 .013| 49.83 .002| 77.50 .000| 105.17 .000| 132.83 .00000353> 22.33 .013| 50.00 .002| 77.67 .000| 105.33 .000| 133.00 .00000354> 22.50 .013| 50.17 .002| 77.83 .000| 105.50 .000| 133.17 .00000355> 22.67 .013| 50.33 .002| 78.00 .000| 105.67 .000| 133.33 .00000356> 22.83 .013| 50.50 .002| 78.17 .000| 105.83 .000| 133.50 .00000357> 23.00 .013| 50.67 .002| 78.33 .000| 106.00 .000| 133.67 .00000358> 23.17 .013| 50.83 .002| 78.50 .000| 106.17 .000| 133.83 .00000359> 23.33 .012| 51.00 .002| 78.67 .000| 106.33 .000| 134.00 .00000360> 23.50 .012| 51.17 .002| 78.83 .000| 106.50 .000| 134.17 .00000361> 23.67 .012| 51.33 .002| 79.00 .000| 106.67 .000| 134.33 .00000362> 23.83 .012| 51.50 .002| 79.17 .000| 106.83 .000| 134.50 .00000363> 24.00 .012| 51.67 .002| 79.33 .000| 107.00 .000| 134.67 .00000364> 24.17 .012| 51.83 .002| 79.50 .000| 107.17 .000| 134.83 .00000365> 24.33 .012| 52.00 .002| 79.67 .000| 107.33 .000| 135.00 .00000366> 24.50 .012| 52.17 .002| 79.83 .000| 107.50 .000| 135.17 .00000367> 24.67 .011| 52.33 .002| 80.00 .000| 107.67 .000| 135.33 .00000368> 24.83 .011| 52.50 .002| 80.17 .000| 107.83 .000| 135.50 .00000369> 25.00 .011| 52.67 .002| 80.33 .000| 108.00 .000| 135.67 .00000370> 25.17 .011| 52.83 .002| 80.50 .000| 108.17 .000| 135.83 .00000371> 25.33 .011| 53.00 .002| 80.67 .000| 108.33 .000| 136.00 .00000372> 25.50 .011| 53.17 .002| 80.83 .000| 108.50 .000| 136.17 .00000373> 25.67 .011| 53.33 .002| 81.00 .000| 108.67 .000| 136.33 .00000374> 25.83 .011| 53.50 .002| 81.17 .000| 108.83 .000| 136.50 .00000375> 26.00 .011| 53.67 .002| 81.33 .000| 109.00 .000| 136.67 .00000376> 26.17 .010| 53.83 .002| 81.50 .000| 109.17 .000| 136.83 .00000377> 26.33 .010| 54.00 .002| 81.67 .000| 109.33 .000| 137.00 .00000378> 26.50 .010| 54.17 .002| 81.83 .000| 109.50 .000| 137.17 .00000379> 26.67 .010| 54.33 .002| 82.00 .000| 109.67 .000| 137.33 .00000380> 26.83 .010| 54.50 .002| 82.17 .000| 109.83 .000| 137.50 .00000381> 27.00 .010| 54.67 .002| 82.33 .000| 110.00 .000|00382> 27.17 .010| 54.83 .002| 82.50 .000| 110.17 .000|00383> 27.33 .010| 55.00 .002| 82.67 .000| 110.33 .000|00384> 27.50 .010| 55.17 .002| 82.83 .000| 110.50 .000|00385> --------------------------------------------------------------------------------00386> 001:0009------------------------------------------------------------------------00387> *West Side of Gilbert Creek* 00388> * 00389> ----------------------00390> | CALIB STANDHYD | Area (ha)= 11.2300391> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000392> ----------------------00393> IMPERVIOUS PERVIOUS (i)00394> Surface Area (ha)= 6.40 4.8300395> Dep. Storage (mm)= 2.00 5.0000396> Average Slope (%)= .50 2.0000397> Length (m)= 274.00 40.0000398> Mannings n = .015 .20000399> 00400> Max.eff.Inten.(mm/hr)= 36.30 8.5400401> over (min) 10.00 26.0000402> Storage Coeff. (min)= 9.41 (ii) 25.93 (ii)00403> Unit Hyd. Tpeak (min)= 10.00 26.0000404> Unit Hyd. peak (cms)= .12 .0400405> *TOTALS*

00406> PEAK FLOW (cms)= .35 .07 .377 (iii)00407> TIME TO PEAK (hrs)= 1.43 1.87 1.46700408> RUNOFF VOLUME (mm)= 23.00 5.59 12.55200409> TOTAL RAINFALL (mm)= 25.00 25.00 25.00000410> RUNOFF COEFFICIENT = .92 .22 .50200411> 00412> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00413> CN* = 75.0 Ia = Dep. Storage (Above)00414> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00415> THAN THE STORAGE COEFFICIENT.00416> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00417> 00418> --------------------------------------------------------------------------------00419> 001:0010------------------------------------------------------------------------00420> *Wast Pond, Pond 3* 00421> ---------------------00422> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00423> | IN>07:(202 ) |00424> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========00425> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00426> (cms) (ha.m.) | (cms) (ha.m.)00427> .000 .0000E+00 | .213 .3050E+0000428> .028 .1600E+00 | .289 .3650E+0000429> .093 .1930E+00 | .407 .4450E+0000430> .168 .2625E+00 | .000 .0000E+0000431> 00432> ROUTING RESULTS AREA QPEAK TPEAK R.V.00433> -------------------- (ha) (cms) (hrs) (mm)00434> INFLOW >07: (202 ) 11.23 .377 1.467 12.55200435> OUTFLOW<08: (Pond3 ) 11.23 .021 4.100 12.55200436> OVERFLOW<10: (C1over) .00 .000 .000 .00000437> 00438> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000439> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000440> PERCENTAGE OF TIME OVERFLOWING (%)= .0000441> 00442> 00443> PEAK FLOW REDUCTION [Qout/Qin](%)= 5.59000444> TIME SHIFT OF PEAK FLOW (min)= 158.0000445> MAXIMUM STORAGE USED (ha.m.)=.1205E+0000446> 00447> --------------------------------------------------------------------------------00448> 001:0011------------------------------------------------------------------------00449> --------------------00450> | PRINT HYD | AREA (ha)= 11.23000451> | ID=08 (Pond3 ) | QPEAK (cms)= .021 (i)00452> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 4.10000453> -------------------- VOLUME (mm)= 12.55200454> 00455> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00456> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW00457> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms00458> .00 .000| 25.33 .006| 50.67 .001| 76.00 .000| 101.33 .00000459> .17 .000| 25.50 .006| 50.83 .001| 76.17 .000| 101.50 .00000460> .33 .000| 25.67 .006| 51.00 .001| 76.33 .000| 101.67 .00000461> .50 .000| 25.83 .006| 51.17 .001| 76.50 .000| 101.83 .00000462> .67 .000| 26.00 .005| 51.33 .001| 76.67 .000| 102.00 .00000463> .83 .000| 26.17 .005| 51.50 .001| 76.83 .000| 102.17 .00000464> 1.00 .000| 26.33 .005| 51.67 .001| 77.00 .000| 102.33 .00000465> 1.17 .001| 26.50 .005| 51.83 .001| 77.17 .000| 102.50 .00000466> 1.33 .004| 26.67 .005| 52.00 .001| 77.33 .000| 102.67 .00000467> 1.50 .007| 26.83 .005| 52.17 .001| 77.50 .000| 102.83 .00000468> 1.67 .011| 27.00 .005| 52.33 .001| 77.67 .000| 103.00 .00000469> 1.83 .013| 27.17 .005| 52.50 .001| 77.83 .000| 103.17 .00000470> 2.00 .015| 27.33 .005| 52.67 .001| 78.00 .000| 103.33 .00000471> 2.17 .017| 27.50 .005| 52.83 .001| 78.17 .000| 103.50 .00000472> 2.33 .018| 27.67 .005| 53.00 .001| 78.33 .000| 103.67 .00000473> 2.50 .018| 27.83 .005| 53.17 .001| 78.50 .000| 103.83 .00000474> 2.67 .019| 28.00 .005| 53.33 .001| 78.67 .000| 104.00 .00000475> 2.83 .019| 28.17 .005| 53.50 .001| 78.83 .000| 104.17 .00000476> 3.00 .020| 28.33 .005| 53.67 .001| 79.00 .000| 104.33 .00000477> 3.17 .020| 28.50 .005| 53.83 .001| 79.17 .000| 104.50 .00000478> 3.33 .020| 28.67 .005| 54.00 .001| 79.33 .000| 104.67 .00000479> 3.50 .021| 28.83 .005| 54.17 .001| 79.50 .000| 104.83 .00000480> 3.67 .021| 29.00 .005| 54.33 .001| 79.67 .000| 105.00 .00000481> 3.83 .021| 29.17 .004| 54.50 .001| 79.83 .000| 105.17 .00000482> 4.00 .021| 29.33 .004| 54.67 .001| 80.00 .000| 105.33 .00000483> 4.17 .021| 29.50 .004| 54.83 .001| 80.17 .000| 105.50 .00000484> 4.33 .021| 29.67 .004| 55.00 .001| 80.33 .000| 105.67 .00000485> 4.50 .021| 29.83 .004| 55.17 .001| 80.50 .000| 105.83 .00000486> 4.67 .021| 30.00 .004| 55.33 .001| 80.67 .000| 106.00 .00000487> 4.83 .021| 30.17 .004| 55.50 .001| 80.83 .000| 106.17 .00000488> 5.00 .020| 30.33 .004| 55.67 .001| 81.00 .000| 106.33 .00000489> 5.17 .020| 30.50 .004| 55.83 .001| 81.17 .000| 106.50 .00000490> 5.33 .020| 30.67 .004| 56.00 .001| 81.33 .000| 106.67 .00000491> 5.50 .020| 30.83 .004| 56.17 .001| 81.50 .000| 106.83 .00000492> 5.67 .020| 31.00 .004| 56.33 .001| 81.67 .000| 107.00 .00000493> 5.83 .019| 31.17 .004| 56.50 .001| 81.83 .000| 107.17 .00000494> 6.00 .019| 31.33 .004| 56.67 .001| 82.00 .000| 107.33 .00000495> 6.17 .019| 31.50 .004| 56.83 .001| 82.17 .000| 107.50 .00000496> 6.33 .019| 31.67 .004| 57.00 .001| 82.33 .000| 107.67 .00000497> 6.50 .019| 31.83 .004| 57.17 .001| 82.50 .000| 107.83 .00000498> 6.67 .018| 32.00 .004| 57.33 .001| 82.67 .000| 108.00 .00000499> 6.83 .018| 32.17 .004| 57.50 .001| 82.83 .000| 108.17 .00000500> 7.00 .018| 32.33 .004| 57.67 .001| 83.00 .000| 108.33 .00000501> 7.17 .018| 32.50 .004| 57.83 .001| 83.17 .000| 108.50 .00000502> 7.33 .018| 32.67 .004| 58.00 .001| 83.33 .000| 108.67 .00000503> 7.50 .017| 32.83 .004| 58.17 .001| 83.50 .000| 108.83 .00000504> 7.67 .017| 33.00 .004| 58.33 .001| 83.67 .000| 109.00 .00000505> 7.83 .017| 33.17 .003| 58.50 .001| 83.83 .000| 109.17 .00000506> 8.00 .017| 33.33 .003| 58.67 .001| 84.00 .000| 109.33 .00000507> 8.17 .017| 33.50 .003| 58.83 .001| 84.17 .000| 109.50 .00000508> 8.33 .017| 33.67 .003| 59.00 .001| 84.33 .000| 109.67 .00000509> 8.50 .016| 33.83 .003| 59.17 .001| 84.50 .000| 109.83 .00000510> 8.67 .016| 34.00 .003| 59.33 .001| 84.67 .000| 110.00 .00000511> 8.83 .016| 34.17 .003| 59.50 .001| 84.83 .000| 110.17 .00000512> 9.00 .016| 34.33 .003| 59.67 .001| 85.00 .000| 110.33 .00000513> 9.17 .016| 34.50 .003| 59.83 .001| 85.17 .000| 110.50 .00000514> 9.33 .016| 34.67 .003| 60.00 .001| 85.33 .000| 110.67 .00000515> 9.50 .015| 34.83 .003| 60.17 .001| 85.50 .000| 110.83 .00000516> 9.67 .015| 35.00 .003| 60.33 .001| 85.67 .000| 111.00 .00000517> 9.83 .015| 35.17 .003| 60.50 .001| 85.83 .000| 111.17 .00000518> 10.00 .015| 35.33 .003| 60.67 .001| 86.00 .000| 111.33 .00000519> 10.17 .015| 35.50 .003| 60.83 .001| 86.17 .000| 111.50 .00000520> 10.33 .015| 35.67 .003| 61.00 .001| 86.33 .000| 111.67 .00000521> 10.50 .014| 35.83 .003| 61.17 .001| 86.50 .000| 111.83 .00000522> 10.67 .014| 36.00 .003| 61.33 .001| 86.67 .000| 112.00 .00000523> 10.83 .014| 36.17 .003| 61.50 .001| 86.83 .000| 112.17 .00000524> 11.00 .014| 36.33 .003| 61.67 .001| 87.00 .000| 112.33 .00000525> 11.17 .014| 36.50 .003| 61.83 .001| 87.17 .000| 112.50 .00000526> 11.33 .014| 36.67 .003| 62.00 .001| 87.33 .000| 112.67 .00000527> 11.50 .014| 36.83 .003| 62.17 .001| 87.50 .000| 112.83 .00000528> 11.67 .013| 37.00 .003| 62.33 .001| 87.67 .000| 113.00 .00000529> 11.83 .013| 37.17 .003| 62.50 .001| 87.83 .000| 113.17 .00000530> 12.00 .013| 37.33 .003| 62.67 .001| 88.00 .000| 113.33 .00000531> 12.17 .013| 37.50 .003| 62.83 .001| 88.17 .000| 113.50 .00000532> 12.33 .013| 37.67 .003| 63.00 .001| 88.33 .000| 113.67 .00000533> 12.50 .013| 37.83 .003| 63.17 .001| 88.50 .000| 113.83 .00000534> 12.67 .013| 38.00 .003| 63.33 .001| 88.67 .000| 114.00 .00000535> 12.83 .012| 38.17 .003| 63.50 .001| 88.83 .000| 114.17 .00000536> 13.00 .012| 38.33 .003| 63.67 .001| 89.00 .000| 114.33 .00000537> 13.17 .012| 38.50 .002| 63.83 .001| 89.17 .000| 114.50 .00000538> 13.33 .012| 38.67 .002| 64.00 .000| 89.33 .000| 114.67 .00000539> 13.50 .012| 38.83 .002| 64.17 .000| 89.50 .000| 114.83 .00000540> 13.67 .012| 39.00 .002| 64.33 .000| 89.67 .000| 115.00 .000

(C:\...PG4.out)


00541> 13.83 .012| 39.17 .002| 64.50 .000| 89.83 .000| 115.17 .00000542> 14.00 .012| 39.33 .002| 64.67 .000| 90.00 .000| 115.33 .00000543> 14.17 .011| 39.50 .002| 64.83 .000| 90.17 .000| 115.50 .00000544> 14.33 .011| 39.67 .002| 65.00 .000| 90.33 .000| 115.67 .00000545> 14.50 .011| 39.83 .002| 65.17 .000| 90.50 .000| 115.83 .00000546> 14.67 .011| 40.00 .002| 65.33 .000| 90.67 .000| 116.00 .00000547> 14.83 .011| 40.17 .002| 65.50 .000| 90.83 .000| 116.17 .00000548> 15.00 .011| 40.33 .002| 65.67 .000| 91.00 .000| 116.33 .00000549> 15.17 .011| 40.50 .002| 65.83 .000| 91.17 .000| 116.50 .00000550> 15.33 .011| 40.67 .002| 66.00 .000| 91.33 .000| 116.67 .00000551> 15.50 .011| 40.83 .002| 66.17 .000| 91.50 .000| 116.83 .00000552> 15.67 .010| 41.00 .002| 66.33 .000| 91.67 .000| 117.00 .00000553> 15.83 .010| 41.17 .002| 66.50 .000| 91.83 .000| 117.17 .00000554> 16.00 .010| 41.33 .002| 66.67 .000| 92.00 .000| 117.33 .00000555> 16.17 .010| 41.50 .002| 66.83 .000| 92.17 .000| 117.50 .00000556> 16.33 .010| 41.67 .002| 67.00 .000| 92.33 .000| 117.67 .00000557> 16.50 .010| 41.83 .002| 67.17 .000| 92.50 .000| 117.83 .00000558> 16.67 .010| 42.00 .002| 67.33 .000| 92.67 .000| 118.00 .00000559> 16.83 .010| 42.17 .002| 67.50 .000| 92.83 .000| 118.17 .00000560> 17.00 .010| 42.33 .002| 67.67 .000| 93.00 .000| 118.33 .00000561> 17.17 .010| 42.50 .002| 67.83 .000| 93.17 .000| 118.50 .00000562> 17.33 .009| 42.67 .002| 68.00 .000| 93.33 .000| 118.67 .00000563> 17.50 .009| 42.83 .002| 68.17 .000| 93.50 .000| 118.83 .00000564> 17.67 .009| 43.00 .002| 68.33 .000| 93.67 .000| 119.00 .00000565> 17.83 .009| 43.17 .002| 68.50 .000| 93.83 .000| 119.17 .00000566> 18.00 .009| 43.33 .002| 68.67 .000| 94.00 .000| 119.33 .00000567> 18.17 .009| 43.50 .002| 68.83 .000| 94.17 .000| 119.50 .00000568> 18.33 .009| 43.67 .002| 69.00 .000| 94.33 .000| 119.67 .00000569> 18.50 .009| 43.83 .002| 69.17 .000| 94.50 .000| 119.83 .00000570> 18.67 .009| 44.00 .002| 69.33 .000| 94.67 .000| 120.00 .00000571> 18.83 .009| 44.17 .002| 69.50 .000| 94.83 .000| 120.17 .00000572> 19.00 .008| 44.33 .002| 69.67 .000| 95.00 .000| 120.33 .00000573> 19.17 .008| 44.50 .002| 69.83 .000| 95.17 .000| 120.50 .00000574> 19.33 .008| 44.67 .002| 70.00 .000| 95.33 .000| 120.67 .00000575> 19.50 .008| 44.83 .002| 70.17 .000| 95.50 .000| 120.83 .00000576> 19.67 .008| 45.00 .002| 70.33 .000| 95.67 .000| 121.00 .00000577> 19.83 .008| 45.17 .002| 70.50 .000| 95.83 .000| 121.17 .00000578> 20.00 .008| 45.33 .002| 70.67 .000| 96.00 .000| 121.33 .00000579> 20.17 .008| 45.50 .002| 70.83 .000| 96.17 .000| 121.50 .00000580> 20.33 .008| 45.67 .002| 71.00 .000| 96.33 .000| 121.67 .00000581> 20.50 .008| 45.83 .002| 71.17 .000| 96.50 .000| 121.83 .00000582> 20.67 .008| 46.00 .002| 71.33 .000| 96.67 .000| 122.00 .00000583> 20.83 .008| 46.17 .002| 71.50 .000| 96.83 .000| 122.17 .00000584> 21.00 .007| 46.33 .002| 71.67 .000| 97.00 .000| 122.33 .00000585> 21.17 .007| 46.50 .001| 71.83 .000| 97.17 .000| 122.50 .00000586> 21.33 .007| 46.67 .001| 72.00 .000| 97.33 .000| 122.67 .00000587> 21.50 .007| 46.83 .001| 72.17 .000| 97.50 .000| 122.83 .00000588> 21.67 .007| 47.00 .001| 72.33 .000| 97.67 .000| 123.00 .00000589> 21.83 .007| 47.17 .001| 72.50 .000| 97.83 .000| 123.17 .00000590> 22.00 .007| 47.33 .001| 72.67 .000| 98.00 .000| 123.33 .00000591> 22.17 .007| 47.50 .001| 72.83 .000| 98.17 .000| 123.50 .00000592> 22.33 .007| 47.67 .001| 73.00 .000| 98.33 .000| 123.67 .00000593> 22.50 .007| 47.83 .001| 73.17 .000| 98.50 .000| 123.83 .00000594> 22.67 .007| 48.00 .001| 73.33 .000| 98.67 .000| 124.00 .00000595> 22.83 .007| 48.17 .001| 73.50 .000| 98.83 .000| 124.17 .00000596> 23.00 .007| 48.33 .001| 73.67 .000| 99.00 .000| 124.33 .00000597> 23.17 .007| 48.50 .001| 73.83 .000| 99.17 .000| 124.50 .00000598> 23.33 .006| 48.67 .001| 74.00 .000| 99.33 .000| 124.67 .00000599> 23.50 .006| 48.83 .001| 74.17 .000| 99.50 .000| 124.83 .00000600> 23.67 .006| 49.00 .001| 74.33 .000| 99.67 .000| 125.00 .00000601> 23.83 .006| 49.17 .001| 74.50 .000| 99.83 .000| 125.17 .00000602> 24.00 .006| 49.33 .001| 74.67 .000| 100.00 .000| 125.33 .00000603> 24.17 .006| 49.50 .001| 74.83 .000| 100.17 .000| 125.50 .00000604> 24.33 .006| 49.67 .001| 75.00 .000| 100.33 .000| 125.67 .00000605> 24.50 .006| 49.83 .001| 75.17 .000| 100.50 .000| 125.83 .00000606> 24.67 .006| 50.00 .001| 75.33 .000| 100.67 .000| 126.00 .00000607> 24.83 .006| 50.17 .001| 75.50 .000| 100.83 .000|00608> 25.00 .006| 50.33 .001| 75.67 .000| 101.00 .000|00609> 25.17 .006| 50.50 .001| 75.83 .000| 101.17 .000|00610> --------------------------------------------------------------------------------00611> 001:0012------------------------------------------------------------------------00612> *South Pond to Wetland* 00613> * 00614> ----------------------00615> | CALIB STANDHYD | Area (ha)= 6.3700616> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0000617> ----------------------00618> IMPERVIOUS PERVIOUS (i)00619> Surface Area (ha)= 4.46 1.9100620> Dep. Storage (mm)= 2.00 5.0000621> Average Slope (%)= .50 2.0000622> Length (m)= 206.00 40.0000623> Mannings n = .015 .20000624> 00625> Max.eff.Inten.(mm/hr)= 36.30 10.3000626> over (min) 8.00 24.0000627> Storage Coeff. (min)= 7.93 (ii) 23.26 (ii)00628> Unit Hyd. Tpeak (min)= 8.00 24.0000629> Unit Hyd. peak (cms)= .14 .0500630> *TOTALS*00631> PEAK FLOW (cms)= .29 .03 .301 (iii)00632> TIME TO PEAK (hrs)= 1.40 1.80 1.40000633> RUNOFF VOLUME (mm)= 23.00 6.01 15.35400634> TOTAL RAINFALL (mm)= 25.00 25.00 25.00000635> RUNOFF COEFFICIENT = .92 .24 .61400636> 00637> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00638> CN* = 75.0 Ia = Dep. Storage (Above)00639> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00640> THAN THE STORAGE COEFFICIENT.00641> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00642> 00643> --------------------------------------------------------------------------------00644> 001:0013------------------------------------------------------------------------00645> *South Pond, Pond 2* 00646> ---------------------00647> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00648> | IN>09:(203 ) |00649> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========00650> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00651> (cms) (ha.m.) | (cms) (ha.m.)00652> .000 .0000E+00 | .183 .1775E+0000653> .019 .1115E+00 | .248 .2075E+0000654> .079 .1250E+00 | .351 .2500E+0000655> .143 .1575E+00 | .000 .0000E+0000656> 00657> ROUTING RESULTS AREA QPEAK TPEAK R.V.00658> -------------------- (ha) (cms) (hrs) (mm)00659> INFLOW >09: (203 ) 6.37 .301 1.400 15.35400660> OUTFLOW<07: (Pond2 ) 6.37 .014 4.000 15.35400661> OVERFLOW<10: (C1over) .00 .000 .000 .00000662> 00663> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000664> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000665> PERCENTAGE OF TIME OVERFLOWING (%)= .0000666> 00667> 00668> PEAK FLOW REDUCTION [Qout/Qin](%)= 4.76300669> TIME SHIFT OF PEAK FLOW (min)= 156.0000670> MAXIMUM STORAGE USED (ha.m.)=.8420E-0100671> 00672> --------------------------------------------------------------------------------00673> 001:0014------------------------------------------------------------------------00674> --------------------00675> | PRINT HYD | AREA (ha)= 6.370

00676> | ID=07 (Pond2 ) | QPEAK (cms)= .014 (i)00677> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 4.00000678> -------------------- VOLUME (mm)= 15.35400679> 00680> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00681> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW00682> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms00683> .00 .000| 24.67 .004| 49.33 .001| 74.00 .000| 98.67 .00000684> .17 .000| 24.83 .004| 49.50 .001| 74.17 .000| 98.83 .00000685> .33 .000| 25.00 .004| 49.67 .001| 74.33 .000| 99.00 .00000686> .50 .000| 25.17 .004| 49.83 .001| 74.50 .000| 99.17 .00000687> .67 .000| 25.33 .004| 50.00 .001| 74.67 .000| 99.33 .00000688> .83 .000| 25.50 .004| 50.17 .001| 74.83 .000| 99.50 .00000689> 1.00 .000| 25.67 .004| 50.33 .001| 75.00 .000| 99.67 .00000690> 1.17 .001| 25.83 .004| 50.50 .001| 75.17 .000| 99.83 .00000691> 1.33 .003| 26.00 .004| 50.67 .001| 75.33 .000| 100.00 .00000692> 1.50 .006| 26.17 .004| 50.83 .001| 75.50 .000| 100.17 .00000693> 1.67 .009| 26.33 .004| 51.00 .001| 75.67 .000| 100.33 .00000694> 1.83 .010| 26.50 .004| 51.17 .001| 75.83 .000| 100.50 .00000695> 2.00 .011| 26.67 .004| 51.33 .001| 76.00 .000| 100.67 .00000696> 2.17 .012| 26.83 .004| 51.50 .001| 76.17 .000| 100.83 .00000697> 2.33 .013| 27.00 .004| 51.67 .001| 76.33 .000| 101.00 .00000698> 2.50 .013| 27.17 .004| 51.83 .001| 76.50 .000| 101.17 .00000699> 2.67 .013| 27.33 .004| 52.00 .001| 76.67 .000| 101.33 .00000700> 2.83 .014| 27.50 .003| 52.17 .001| 76.83 .000| 101.50 .00000701> 3.00 .014| 27.67 .003| 52.33 .001| 77.00 .000| 101.67 .00000702> 3.17 .014| 27.83 .003| 52.50 .001| 77.17 .000| 101.83 .00000703> 3.33 .014| 28.00 .003| 52.67 .001| 77.33 .000| 102.00 .00000704> 3.50 .014| 28.17 .003| 52.83 .001| 77.50 .000| 102.17 .00000705> 3.67 .014| 28.33 .003| 53.00 .001| 77.67 .000| 102.33 .00000706> 3.83 .014| 28.50 .003| 53.17 .001| 77.83 .000| 102.50 .00000707> 4.00 .014| 28.67 .003| 53.33 .001| 78.00 .000| 102.67 .00000708> 4.17 .014| 28.83 .003| 53.50 .001| 78.17 .000| 102.83 .00000709> 4.33 .014| 29.00 .003| 53.67 .001| 78.33 .000| 103.00 .00000710> 4.50 .014| 29.17 .003| 53.83 .001| 78.50 .000| 103.17 .00000711> 4.67 .014| 29.33 .003| 54.00 .001| 78.67 .000| 103.33 .00000712> 4.83 .014| 29.50 .003| 54.17 .001| 78.83 .000| 103.50 .00000713> 5.00 .014| 29.67 .003| 54.33 .001| 79.00 .000| 103.67 .00000714> 5.17 .014| 29.83 .003| 54.50 .001| 79.17 .000| 103.83 .00000715> 5.33 .014| 30.00 .003| 54.67 .001| 79.33 .000| 104.00 .00000716> 5.50 .013| 30.17 .003| 54.83 .001| 79.50 .000| 104.17 .00000717> 5.67 .013| 30.33 .003| 55.00 .001| 79.67 .000| 104.33 .00000718> 5.83 .013| 30.50 .003| 55.17 .001| 79.83 .000| 104.50 .00000719> 6.00 .013| 30.67 .003| 55.33 .001| 80.00 .000| 104.67 .00000720> 6.17 .013| 30.83 .003| 55.50 .001| 80.17 .000| 104.83 .00000721> 6.33 .013| 31.00 .003| 55.67 .001| 80.33 .000| 105.00 .00000722> 6.50 .013| 31.17 .003| 55.83 .001| 80.50 .000| 105.17 .00000723> 6.67 .012| 31.33 .003| 56.00 .001| 80.67 .000| 105.33 .00000724> 6.83 .012| 31.50 .003| 56.17 .001| 80.83 .000| 105.50 .00000725> 7.00 .012| 31.67 .003| 56.33 .001| 81.00 .000| 105.67 .00000726> 7.17 .012| 31.83 .003| 56.50 .001| 81.17 .000| 105.83 .00000727> 7.33 .012| 32.00 .003| 56.67 .001| 81.33 .000| 106.00 .00000728> 7.50 .012| 32.17 .003| 56.83 .001| 81.50 .000| 106.17 .00000729> 7.67 .012| 32.33 .003| 57.00 .001| 81.67 .000| 106.33 .00000730> 7.83 .012| 32.50 .003| 57.17 .001| 81.83 .000| 106.50 .00000731> 8.00 .011| 32.67 .003| 57.33 .001| 82.00 .000| 106.67 .00000732> 8.17 .011| 32.83 .003| 57.50 .001| 82.17 .000| 106.83 .00000733> 8.33 .011| 33.00 .002| 57.67 .001| 82.33 .000| 107.00 .00000734> 8.50 .011| 33.17 .002| 57.83 .001| 82.50 .000| 107.17 .00000735> 8.67 .011| 33.33 .002| 58.00 .001| 82.67 .000| 107.33 .00000736> 8.83 .011| 33.50 .002| 58.17 .001| 82.83 .000| 107.50 .00000737> 9.00 .011| 33.67 .002| 58.33 .001| 83.00 .000| 107.67 .00000738> 9.17 .011| 33.83 .002| 58.50 .001| 83.17 .000| 107.83 .00000739> 9.33 .011| 34.00 .002| 58.67 .001| 83.33 .000| 108.00 .00000740> 9.50 .010| 34.17 .002| 58.83 .001| 83.50 .000| 108.17 .00000741> 9.67 .010| 34.33 .002| 59.00 .001| 83.67 .000| 108.33 .00000742> 9.83 .010| 34.50 .002| 59.17 .000| 83.83 .000| 108.50 .00000743> 10.00 .010| 34.67 .002| 59.33 .000| 84.00 .000| 108.67 .00000744> 10.17 .010| 34.83 .002| 59.50 .000| 84.17 .000| 108.83 .00000745> 10.33 .010| 35.00 .002| 59.67 .000| 84.33 .000| 109.00 .00000746> 10.50 .010| 35.17 .002| 59.83 .000| 84.50 .000| 109.17 .00000747> 10.67 .010| 35.33 .002| 60.00 .000| 84.67 .000| 109.33 .00000748> 10.83 .010| 35.50 .002| 60.17 .000| 84.83 .000| 109.50 .00000749> 11.00 .010| 35.67 .002| 60.33 .000| 85.00 .000| 109.67 .00000750> 11.17 .009| 35.83 .002| 60.50 .000| 85.17 .000| 109.83 .00000751> 11.33 .009| 36.00 .002| 60.67 .000| 85.33 .000| 110.00 .00000752> 11.50 .009| 36.17 .002| 60.83 .000| 85.50 .000| 110.17 .00000753> 11.67 .009| 36.33 .002| 61.00 .000| 85.67 .000| 110.33 .00000754> 11.83 .009| 36.50 .002| 61.17 .000| 85.83 .000| 110.50 .00000755> 12.00 .009| 36.67 .002| 61.33 .000| 86.00 .000| 110.67 .00000756> 12.17 .009| 36.83 .002| 61.50 .000| 86.17 .000| 110.83 .00000757> 12.33 .009| 37.00 .002| 61.67 .000| 86.33 .000| 111.00 .00000758> 12.50 .009| 37.17 .002| 61.83 .000| 86.50 .000| 111.17 .00000759> 12.67 .009| 37.33 .002| 62.00 .000| 86.67 .000| 111.33 .00000760> 12.83 .009| 37.50 .002| 62.17 .000| 86.83 .000| 111.50 .00000761> 13.00 .008| 37.67 .002| 62.33 .000| 87.00 .000| 111.67 .00000762> 13.17 .008| 37.83 .002| 62.50 .000| 87.17 .000| 111.83 .00000763> 13.33 .008| 38.00 .002| 62.67 .000| 87.33 .000| 112.00 .00000764> 13.50 .008| 38.17 .002| 62.83 .000| 87.50 .000| 112.17 .00000765> 13.67 .008| 38.33 .002| 63.00 .000| 87.67 .000| 112.33 .00000766> 13.83 .008| 38.50 .002| 63.17 .000| 87.83 .000| 112.50 .00000767> 14.00 .008| 38.67 .002| 63.33 .000| 88.00 .000| 112.67 .00000768> 14.17 .008| 38.83 .002| 63.50 .000| 88.17 .000| 112.83 .00000769> 14.33 .008| 39.00 .002| 63.67 .000| 88.33 .000| 113.00 .00000770> 14.50 .008| 39.17 .002| 63.83 .000| 88.50 .000| 113.17 .00000771> 14.67 .008| 39.33 .002| 64.00 .000| 88.67 .000| 113.33 .00000772> 14.83 .008| 39.50 .002| 64.17 .000| 88.83 .000| 113.50 .00000773> 15.00 .007| 39.67 .002| 64.33 .000| 89.00 .000| 113.67 .00000774> 15.17 .007| 39.83 .002| 64.50 .000| 89.17 .000| 113.83 .00000775> 15.33 .007| 40.00 .002| 64.67 .000| 89.33 .000| 114.00 .00000776> 15.50 .007| 40.17 .002| 64.83 .000| 89.50 .000| 114.17 .00000777> 15.67 .007| 40.33 .002| 65.00 .000| 89.67 .000| 114.33 .00000778> 15.83 .007| 40.50 .002| 65.17 .000| 89.83 .000| 114.50 .00000779> 16.00 .007| 40.67 .002| 65.33 .000| 90.00 .000| 114.67 .00000780> 16.17 .007| 40.83 .002| 65.50 .000| 90.17 .000| 114.83 .00000781> 16.33 .007| 41.00 .002| 65.67 .000| 90.33 .000| 115.00 .00000782> 16.50 .007| 41.17 .001| 65.83 .000| 90.50 .000| 115.17 .00000783> 16.67 .007| 41.33 .001| 66.00 .000| 90.67 .000| 115.33 .00000784> 16.83 .007| 41.50 .001| 66.17 .000| 90.83 .000| 115.50 .00000785> 17.00 .007| 41.67 .001| 66.33 .000| 91.00 .000| 115.67 .00000786> 17.17 .007| 41.83 .001| 66.50 .000| 91.17 .000| 115.83 .00000787> 17.33 .006| 42.00 .001| 66.67 .000| 91.33 .000| 116.00 .00000788> 17.50 .006| 42.17 .001| 66.83 .000| 91.50 .000| 116.17 .00000789> 17.67 .006| 42.33 .001| 67.00 .000| 91.67 .000| 116.33 .00000790> 17.83 .006| 42.50 .001| 67.17 .000| 91.83 .000| 116.50 .00000791> 18.00 .006| 42.67 .001| 67.33 .000| 92.00 .000| 116.67 .00000792> 18.17 .006| 42.83 .001| 67.50 .000| 92.17 .000| 116.83 .00000793> 18.33 .006| 43.00 .001| 67.67 .000| 92.33 .000| 117.00 .00000794> 18.50 .006| 43.17 .001| 67.83 .000| 92.50 .000| 117.17 .00000795> 18.67 .006| 43.33 .001| 68.00 .000| 92.67 .000| 117.33 .00000796> 18.83 .006| 43.50 .001| 68.17 .000| 92.83 .000| 117.50 .00000797> 19.00 .006| 43.67 .001| 68.33 .000| 93.00 .000| 117.67 .00000798> 19.17 .006| 43.83 .001| 68.50 .000| 93.17 .000| 117.83 .00000799> 19.33 .006| 44.00 .001| 68.67 .000| 93.33 .000| 118.00 .00000800> 19.50 .006| 44.17 .001| 68.83 .000| 93.50 .000| 118.17 .00000801> 19.67 .006| 44.33 .001| 69.00 .000| 93.67 .000| 118.33 .00000802> 19.83 .006| 44.50 .001| 69.17 .000| 93.83 .000| 118.50 .00000803> 20.00 .005| 44.67 .001| 69.33 .000| 94.00 .000| 118.67 .00000804> 20.17 .005| 44.83 .001| 69.50 .000| 94.17 .000| 118.83 .00000805> 20.33 .005| 45.00 .001| 69.67 .000| 94.33 .000| 119.00 .00000806> 20.50 .005| 45.17 .001| 69.83 .000| 94.50 .000| 119.17 .00000807> 20.67 .005| 45.33 .001| 70.00 .000| 94.67 .000| 119.33 .00000808> 20.83 .005| 45.50 .001| 70.17 .000| 94.83 .000| 119.50 .00000809> 21.00 .005| 45.67 .001| 70.33 .000| 95.00 .000| 119.67 .00000810> 21.17 .005| 45.83 .001| 70.50 .000| 95.17 .000| 119.83 .000

(C:\...PG4.out)


00811> 21.33 .005| 46.00 .001| 70.67 .000| 95.33 .000| 120.00 .00000812> 21.50 .005| 46.17 .001| 70.83 .000| 95.50 .000| 120.17 .00000813> 21.67 .005| 46.33 .001| 71.00 .000| 95.67 .000| 120.33 .00000814> 21.83 .005| 46.50 .001| 71.17 .000| 95.83 .000| 120.50 .00000815> 22.00 .005| 46.67 .001| 71.33 .000| 96.00 .000| 120.67 .00000816> 22.17 .005| 46.83 .001| 71.50 .000| 96.17 .000| 120.83 .00000817> 22.33 .005| 47.00 .001| 71.67 .000| 96.33 .000| 121.00 .00000818> 22.50 .005| 47.17 .001| 71.83 .000| 96.50 .000| 121.17 .00000819> 22.67 .005| 47.33 .001| 72.00 .000| 96.67 .000| 121.33 .00000820> 22.83 .005| 47.50 .001| 72.17 .000| 96.83 .000| 121.50 .00000821> 23.00 .005| 47.67 .001| 72.33 .000| 97.00 .000| 121.67 .00000822> 23.17 .005| 47.83 .001| 72.50 .000| 97.17 .000| 121.83 .00000823> 23.33 .004| 48.00 .001| 72.67 .000| 97.33 .000| 122.00 .00000824> 23.50 .004| 48.17 .001| 72.83 .000| 97.50 .000| 122.17 .00000825> 23.67 .004| 48.33 .001| 73.00 .000| 97.67 .000| 122.33 .00000826> 23.83 .004| 48.50 .001| 73.17 .000| 97.83 .000| 122.50 .00000827> 24.00 .004| 48.67 .001| 73.33 .000| 98.00 .000| 122.67 .00000828> 24.17 .004| 48.83 .001| 73.50 .000| 98.17 .000| 122.83 .00000829> 24.33 .004| 49.00 .001| 73.67 .000| 98.33 .000|00830> 24.50 .004| 49.17 .001| 73.83 .000| 98.50 .000|00831> --------------------------------------------------------------------------------00832> 001:0015------------------------------------------------------------------------00833> ** END OF RUN : 100834> 00835> *******************************************************************************00836> 00837> 00838> 00839> 00840> 00841> --------------------00842> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 00843> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 00844> TZERO = .00 hrs on 000845> METOUT= 2 (output = METRIC) 00846> NRUN = 00200847> NSTORM= 100848> # 1=2SCS24.stm 00849> --------------------------------------------------------------------------------00850> 002:0002------------------------------------------------------------------------00851> *#******************************************************************************00852> *# Project Name: [Paris Grand] Project Number: [PGD020165] 00853> *# Date : 09-27-2012 00854> *# Modeller : [L.Garner] 00855> *# Company : R.J. Burnside & Associates Ltd. 00856> *# License # : 3877524 00857> *#******************************************************************************00858> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 00859> --------------------------------------------------------------------------------00860> 002:0002------------------------------------------------------------------------00861> --------------------00862> | READ STORM | Filename: 2-Year SCS Type-II Storm Distribution (200863> | Ptotal= 48.00 mm| Comments: 2-Year SCS Type-II Storm Distribution (200864> --------------------00865> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN00866> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr00867> 1.00 .480 | 7.00 .960 | 13.00 5.760 | 19.00 .96000868> 2.00 .480 | 8.00 .960 | 14.00 2.400 | 20.00 .48000869> 3.00 .480 | 9.00 1.440 | 15.00 1.440 | 21.00 .48000870> 4.00 .960 | 10.00 1.440 | 16.00 1.440 | 22.00 .96000871> 5.00 .480 | 11.00 2.400 | 17.00 .960 | 23.00 .48000872> 6.00 .960 | 12.00 20.160 | 18.00 .960 | 24.00 .48000873> 00874> --------------------------------------------------------------------------------00875> 002:0003------------------------------------------------------------------------00876> * 00877> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00878> * 00879> *East Side of Creek* 00880> * 00881> ----------------------00882> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0000883> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000884> ---------------------- U.H. Tp(hrs)= .29000885> 00886> Unit Hyd Qpeak (cms)= 1.71400887> 00888> PEAK FLOW (cms)= .156 (i)00889> TIME TO PEAK (hrs)= 12.10000890> RUNOFF VOLUME (mm)= 9.95800891> TOTAL RAINFALL (mm)= 48.00000892> RUNOFF COEFFICIENT = .20700893> 00894> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00895> 00896> --------------------------------------------------------------------------------00897> 002:0004------------------------------------------------------------------------00898> *West Side of Creek* 00899> * 00900> ----------------------00901> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0000902> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000903> ---------------------- U.H. Tp(hrs)= .16000904> 00905> Unit Hyd Qpeak (cms)= 1.63800906> 00907> PEAK FLOW (cms)= .093 (i)00908> TIME TO PEAK (hrs)= 12.03300909> RUNOFF VOLUME (mm)= 9.95800910> TOTAL RAINFALL (mm)= 48.00000911> RUNOFF COEFFICIENT = .20700912> 00913> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00914> 00915> --------------------------------------------------------------------------------00916> 002:0005------------------------------------------------------------------------00917> *Wetland* 00918> * 00919> ----------------------00920> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0000921> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0000922> ---------------------- U.H. Tp(hrs)= .24000923> 00924> Unit Hyd Qpeak (cms)= .99800925> 00926> PEAK FLOW (cms)= .079 (i)00927> TIME TO PEAK (hrs)= 12.06700928> RUNOFF VOLUME (mm)= 9.95800929> TOTAL RAINFALL (mm)= 48.00000930> RUNOFF COEFFICIENT = .20700931> 00932> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00933> 00934> --------------------------------------------------------------------------------00935> 002:0006------------------------------------------------------------------------00936> * 00937> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 00938> * 00939> *East Side of Creek* 00940> * 00941> ----------------------00942> | CALIB STANDHYD | Area (ha)= 21.4700943> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0000944> ----------------------00945> IMPERVIOUS PERVIOUS (i)

00946> Surface Area (ha)= 12.24 9.2300947> Dep. Storage (mm)= 2.00 5.0000948> Average Slope (%)= .50 2.0000949> Length (m)= 378.00 40.0000950> Mannings n = .015 .20000951> 00952> Max.eff.Inten.(mm/hr)= 20.16 13.2600953> over (min) 14.00 28.0000954> Storage Coeff. (min)= 14.44 (ii) 28.29 (ii)00955> Unit Hyd. Tpeak (min)= 14.00 28.0000956> Unit Hyd. peak (cms)= .08 .0400957> *TOTALS*00958> PEAK FLOW (cms)= .47 .25 .698 (iii)00959> TIME TO PEAK (hrs)= 12.00 12.23 12.03300960> RUNOFF VOLUME (mm)= 46.00 18.77 29.66300961> TOTAL RAINFALL (mm)= 48.00 48.00 48.00000962> RUNOFF COEFFICIENT = .96 .39 .61800963> 00964> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:00965> CN* = 75.0 Ia = Dep. Storage (Above)00966> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL00967> THAN THE STORAGE COEFFICIENT.00968> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.00969> 00970> --------------------------------------------------------------------------------00971> 002:0007------------------------------------------------------------------------00972> *East Pond, Pond 1* 00973> ---------------------00974> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.00975> | IN>04:(201 ) |00976> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========00977> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE00978> (cms) (ha.m.) | (cms) (ha.m.)00979> .000 .0000E+00 | .362 .6000E+0000980> .053 .3059E+00 | .492 .7200E+0000981> .156 .3725E+00 | .697 .8900E+0000982> .283 .5170E+00 | .000 .0000E+0000983> 00984> ROUTING RESULTS AREA QPEAK TPEAK R.V.00985> -------------------- (ha) (cms) (hrs) (mm)00986> INFLOW >04: (201 ) 21.47 .698 12.033 29.66300987> OUTFLOW<05: (Pond1 ) 21.47 .154 13.667 29.66300988> OVERFLOW<10: (C1over) .00 .000 .000 .00000989> 00990> TOTAL NUMBER OF SIMULATED OVERFLOWS = 000991> CUMULATIVE TIME OF OVERFLOWS (hours)= .0000992> PERCENTAGE OF TIME OVERFLOWING (%)= .0000993> 00994> 00995> PEAK FLOW REDUCTION [Qout/Qin](%)= 22.12900996> TIME SHIFT OF PEAK FLOW (min)= 98.0000997> MAXIMUM STORAGE USED (ha.m.)=.3715E+0000998> 00999> --------------------------------------------------------------------------------01000> 002:0008------------------------------------------------------------------------01001> --------------------01002> | PRINT HYD | AREA (ha)= 21.47001003> | ID=05 (Pond1 ) | QPEAK (cms)= .154 (i)01004> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.66701005> -------------------- VOLUME (mm)= 29.66301006> 01007> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01008> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW01009> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms01010> .00 .000| 32.00 .029| 64.00 .004| 96.00 .001| 128.00 .00001011> .17 .000| 32.17 .029| 64.17 .004| 96.17 .001| 128.17 .00001012> .33 .000| 32.33 .028| 64.33 .004| 96.33 .001| 128.33 .00001013> .50 .000| 32.50 .028| 64.50 .004| 96.50 .001| 128.50 .00001014> .67 .000| 32.67 .028| 64.67 .004| 96.67 .001| 128.67 .00001015> .83 .000| 32.83 .028| 64.83 .004| 96.83 .001| 128.83 .00001016> 1.00 .000| 33.00 .027| 65.00 .004| 97.00 .001| 129.00 .00001017> 1.17 .000| 33.17 .027| 65.17 .004| 97.17 .000| 129.17 .00001018> 1.33 .000| 33.33 .027| 65.33 .004| 97.33 .000| 129.33 .00001019> 1.50 .000| 33.50 .026| 65.50 .004| 97.50 .000| 129.50 .00001020> 1.67 .000| 33.67 .026| 65.67 .004| 97.67 .000| 129.67 .00001021> 1.83 .000| 33.83 .026| 65.83 .004| 97.83 .000| 129.83 .00001022> 2.00 .000| 34.00 .026| 66.00 .003| 98.00 .000| 130.00 .00001023> 2.17 .000| 34.17 .025| 66.17 .003| 98.17 .000| 130.17 .00001024> 2.33 .000| 34.33 .025| 66.33 .003| 98.33 .000| 130.33 .00001025> 2.50 .000| 34.50 .025| 66.50 .003| 98.50 .000| 130.50 .00001026> 2.67 .000| 34.67 .025| 66.67 .003| 98.67 .000| 130.67 .00001027> 2.83 .000| 34.83 .024| 66.83 .003| 98.83 .000| 130.83 .00001028> 3.00 .000| 35.00 .024| 67.00 .003| 99.00 .000| 131.00 .00001029> 3.17 .000| 35.17 .024| 67.17 .003| 99.17 .000| 131.17 .00001030> 3.33 .000| 35.33 .024| 67.33 .003| 99.33 .000| 131.33 .00001031> 3.50 .000| 35.50 .023| 67.50 .003| 99.50 .000| 131.50 .00001032> 3.67 .000| 35.67 .023| 67.67 .003| 99.67 .000| 131.67 .00001033> 3.83 .000| 35.83 .023| 67.83 .003| 99.83 .000| 131.83 .00001034> 4.00 .000| 36.00 .023| 68.00 .003| 100.00 .000| 132.00 .00001035> 4.17 .000| 36.17 .022| 68.17 .003| 100.17 .000| 132.17 .00001036> 4.33 .001| 36.33 .022| 68.33 .003| 100.33 .000| 132.33 .00001037> 4.50 .001| 36.50 .022| 68.50 .003| 100.50 .000| 132.50 .00001038> 4.67 .001| 36.67 .022| 68.67 .003| 100.67 .000| 132.67 .00001039> 4.83 .001| 36.83 .021| 68.83 .003| 100.83 .000| 132.83 .00001040> 5.00 .001| 37.00 .021| 69.00 .003| 101.00 .000| 133.00 .00001041> 5.17 .001| 37.17 .021| 69.17 .003| 101.17 .000| 133.17 .00001042> 5.33 .001| 37.33 .021| 69.33 .003| 101.33 .000| 133.33 .00001043> 5.50 .001| 37.50 .021| 69.50 .003| 101.50 .000| 133.50 .00001044> 5.67 .002| 37.67 .020| 69.67 .003| 101.67 .000| 133.67 .00001045> 5.83 .002| 37.83 .020| 69.83 .003| 101.83 .000| 133.83 .00001046> 6.00 .002| 38.00 .020| 70.00 .003| 102.00 .000| 134.00 .00001047> 6.17 .002| 38.17 .020| 70.17 .003| 102.17 .000| 134.17 .00001048> 6.33 .003| 38.33 .020| 70.33 .003| 102.33 .000| 134.33 .00001049> 6.50 .003| 38.50 .019| 70.50 .003| 102.50 .000| 134.50 .00001050> 6.67 .003| 38.67 .019| 70.67 .003| 102.67 .000| 134.67 .00001051> 6.83 .003| 38.83 .019| 70.83 .003| 102.83 .000| 134.83 .00001052> 7.00 .003| 39.00 .019| 71.00 .003| 103.00 .000| 135.00 .00001053> 7.17 .004| 39.17 .019| 71.17 .003| 103.17 .000| 135.17 .00001054> 7.33 .004| 39.33 .018| 71.33 .002| 103.33 .000| 135.33 .00001055> 7.50 .004| 39.50 .018| 71.50 .002| 103.50 .000| 135.50 .00001056> 7.67 .004| 39.67 .018| 71.67 .002| 103.67 .000| 135.67 .00001057> 7.83 .004| 39.83 .018| 71.83 .002| 103.83 .000| 135.83 .00001058> 8.00 .005| 40.00 .018| 72.00 .002| 104.00 .000| 136.00 .00001059> 8.17 .005| 40.17 .017| 72.17 .002| 104.17 .000| 136.17 .00001060> 8.33 .005| 40.33 .017| 72.33 .002| 104.33 .000| 136.33 .00001061> 8.50 .005| 40.50 .017| 72.50 .002| 104.50 .000| 136.50 .00001062> 8.67 .006| 40.67 .017| 72.67 .002| 104.67 .000| 136.67 .00001063> 8.83 .006| 40.83 .017| 72.83 .002| 104.83 .000| 136.83 .00001064> 9.00 .006| 41.00 .017| 73.00 .002| 105.00 .000| 137.00 .00001065> 9.17 .007| 41.17 .016| 73.17 .002| 105.17 .000| 137.17 .00001066> 9.33 .007| 41.33 .016| 73.33 .002| 105.33 .000| 137.33 .00001067> 9.50 .007| 41.50 .016| 73.50 .002| 105.50 .000| 137.50 .00001068> 9.67 .008| 41.67 .016| 73.67 .002| 105.67 .000| 137.67 .00001069> 9.83 .008| 41.83 .016| 73.83 .002| 105.83 .000| 137.83 .00001070> 10.00 .008| 42.00 .016| 74.00 .002| 106.00 .000| 138.00 .00001071> 10.17 .009| 42.17 .015| 74.17 .002| 106.17 .000| 138.17 .00001072> 10.33 .009| 42.33 .015| 74.33 .002| 106.33 .000| 138.33 .00001073> 10.50 .010| 42.50 .015| 74.50 .002| 106.50 .000| 138.50 .00001074> 10.67 .010| 42.67 .015| 74.67 .002| 106.67 .000| 138.67 .00001075> 10.83 .011| 42.83 .015| 74.83 .002| 106.83 .000| 138.83 .00001076> 11.00 .011| 43.00 .015| 75.00 .002| 107.00 .000| 139.00 .00001077> 11.17 .012| 43.17 .014| 75.17 .002| 107.17 .000| 139.17 .00001078> 11.33 .015| 43.33 .014| 75.33 .002| 107.33 .000| 139.33 .00001079> 11.50 .019| 43.50 .014| 75.50 .002| 107.50 .000| 139.50 .00001080> 11.67 .024| 43.67 .014| 75.67 .002| 107.67 .000| 139.67 .000

LGarner

Text Box

2 YR

(C:\...PG4.out)


01081> 11.83 .030| 43.83 .014| 75.83 .002| 107.83 .000| 139.83 .00001082> 12.00 .037| 44.00 .014| 76.00 .002| 108.00 .000| 140.00 .00001083> 12.17 .044| 44.17 .014| 76.17 .002| 108.17 .000| 140.17 .00001084> 12.33 .049| 44.33 .013| 76.33 .002| 108.33 .000| 140.33 .00001085> 12.50 .060| 44.50 .013| 76.50 .002| 108.50 .000| 140.50 .00001086> 12.67 .088| 44.67 .013| 76.67 .002| 108.67 .000| 140.67 .00001087> 12.83 .110| 44.83 .013| 76.83 .002| 108.83 .000| 140.83 .00001088> 13.00 .128| 45.00 .013| 77.00 .002| 109.00 .000| 141.00 .00001089> 13.17 .141| 45.17 .013| 77.17 .002| 109.17 .000| 141.17 .00001090> 13.33 .150| 45.33 .013| 77.33 .002| 109.33 .000| 141.33 .00001091> 13.50 .154| 45.50 .012| 77.50 .002| 109.50 .000| 141.50 .00001092> 13.67 .154| 45.67 .012| 77.67 .002| 109.67 .000| 141.67 .00001093> 13.83 .154| 45.83 .012| 77.83 .002| 109.83 .000| 141.83 .00001094> 14.00 .152| 46.00 .012| 78.00 .002| 110.00 .000| 142.00 .00001095> 14.17 .149| 46.17 .012| 78.17 .002| 110.17 .000| 142.17 .00001096> 14.33 .146| 46.33 .012| 78.33 .002| 110.33 .000| 142.33 .00001097> 14.50 .141| 46.50 .012| 78.50 .002| 110.50 .000| 142.50 .00001098> 14.67 .136| 46.67 .012| 78.67 .002| 110.67 .000| 142.67 .00001099> 14.83 .131| 46.83 .011| 78.83 .002| 110.83 .000| 142.83 .00001100> 15.00 .126| 47.00 .011| 79.00 .002| 111.00 .000| 143.00 .00001101> 15.17 .121| 47.17 .011| 79.17 .002| 111.17 .000| 143.17 .00001102> 15.33 .116| 47.33 .011| 79.33 .002| 111.33 .000| 143.33 .00001103> 15.50 .112| 47.50 .011| 79.50 .001| 111.50 .000| 143.50 .00001104> 15.67 .108| 47.67 .011| 79.67 .001| 111.67 .000| 143.67 .00001105> 15.83 .105| 47.83 .011| 79.83 .001| 111.83 .000| 143.84 .00001106> 16.00 .101| 48.00 .011| 80.00 .001| 112.00 .000| 144.00 .00001107> 16.17 .098| 48.17 .011| 80.17 .001| 112.17 .000| 144.17 .00001108> 16.33 .095| 48.33 .010| 80.33 .001| 112.33 .000| 144.34 .00001109> 16.50 .091| 48.50 .010| 80.50 .001| 112.50 .000| 144.50 .00001110> 16.67 .088| 48.67 .010| 80.67 .001| 112.67 .000| 144.67 .00001111> 16.83 .084| 48.83 .010| 80.83 .001| 112.83 .000| 144.84 .00001112> 17.00 .081| 49.00 .010| 81.00 .001| 113.00 .000| 145.00 .00001113> 17.17 .078| 49.17 .010| 81.17 .001| 113.17 .000| 145.17 .00001114> 17.33 .075| 49.33 .010| 81.33 .001| 113.33 .000| 145.34 .00001115> 17.50 .073| 49.50 .010| 81.50 .001| 113.50 .000| 145.50 .00001116> 17.67 .070| 49.67 .010| 81.67 .001| 113.67 .000| 145.67 .00001117> 17.83 .068| 49.83 .010| 81.83 .001| 113.83 .000| 145.84 .00001118> 18.00 .066| 50.00 .009| 82.00 .001| 114.00 .000| 146.00 .00001119> 18.17 .064| 50.17 .009| 82.17 .001| 114.17 .000| 146.17 .00001120> 18.33 .062| 50.33 .009| 82.33 .001| 114.33 .000| 146.34 .00001121> 18.50 .061| 50.50 .009| 82.50 .001| 114.50 .000| 146.50 .00001122> 18.67 .059| 50.67 .009| 82.67 .001| 114.67 .000| 146.67 .00001123> 18.83 .058| 50.83 .009| 82.83 .001| 114.83 .000| 146.84 .00001124> 19.00 .057| 51.00 .009| 83.00 .001| 115.00 .000| 147.00 .00001125> 19.17 .056| 51.17 .009| 83.17 .001| 115.17 .000| 147.17 .00001126> 19.33 .054| 51.33 .009| 83.33 .001| 115.33 .000| 147.34 .00001127> 19.50 .053| 51.50 .009| 83.50 .001| 115.50 .000| 147.50 .00001128> 19.67 .053| 51.67 .009| 83.67 .001| 115.67 .000| 147.67 .00001129> 19.83 .052| 51.83 .008| 83.83 .001| 115.83 .000| 147.84 .00001130> 20.00 .052| 52.00 .008| 84.00 .001| 116.00 .000| 148.00 .00001131> 20.17 .052| 52.17 .008| 84.17 .001| 116.17 .000| 148.17 .00001132> 20.33 .052| 52.33 .008| 84.33 .001| 116.33 .000| 148.34 .00001133> 20.50 .051| 52.50 .008| 84.50 .001| 116.50 .000| 148.50 .00001134> 20.67 .051| 52.67 .008| 84.67 .001| 116.67 .000| 148.67 .00001135> 20.83 .051| 52.83 .008| 84.83 .001| 116.83 .000| 148.84 .00001136> 21.00 .050| 53.00 .008| 85.00 .001| 117.00 .000| 149.00 .00001137> 21.17 .050| 53.17 .008| 85.17 .001| 117.17 .000| 149.17 .00001138> 21.33 .050| 53.33 .008| 85.33 .001| 117.33 .000| 149.34 .00001139> 21.50 .050| 53.50 .008| 85.50 .001| 117.50 .000| 149.50 .00001140> 21.67 .050| 53.67 .008| 85.67 .001| 117.67 .000| 149.67 .00001141> 21.83 .050| 53.83 .007| 85.83 .001| 117.83 .000| 149.84 .00001142> 22.00 .049| 54.00 .007| 86.00 .001| 118.00 .000| 150.00 .00001143> 22.17 .049| 54.17 .007| 86.17 .001| 118.17 .000| 150.17 .00001144> 22.33 .049| 54.33 .007| 86.33 .001| 118.33 .000| 150.34 .00001145> 22.50 .049| 54.50 .007| 86.50 .001| 118.50 .000| 150.50 .00001146> 22.67 .049| 54.67 .007| 86.67 .001| 118.67 .000| 150.67 .00001147> 22.83 .049| 54.83 .007| 86.83 .001| 118.83 .000| 150.84 .00001148> 23.00 .048| 55.00 .007| 87.00 .001| 119.00 .000| 151.00 .00001149> 23.17 .048| 55.17 .007| 87.17 .001| 119.17 .000| 151.17 .00001150> 23.33 .048| 55.33 .007| 87.33 .001| 119.33 .000| 151.34 .00001151> 23.50 .048| 55.50 .007| 87.50 .001| 119.50 .000| 151.50 .00001152> 23.67 .047| 55.67 .007| 87.67 .001| 119.67 .000| 151.67 .00001153> 23.83 .047| 55.83 .007| 87.83 .001| 119.83 .000| 151.84 .00001154> 24.00 .047| 56.00 .006| 88.00 .001| 120.00 .000| 152.00 .00001155> 24.17 .047| 56.17 .006| 88.17 .001| 120.17 .000| 152.17 .00001156> 24.33 .046| 56.33 .006| 88.33 .001| 120.33 .000| 152.34 .00001157> 24.50 .046| 56.50 .006| 88.50 .001| 120.50 .000| 152.50 .00001158> 24.67 .046| 56.67 .006| 88.67 .001| 120.67 .000| 152.67 .00001159> 24.83 .045| 56.83 .006| 88.83 .001| 120.83 .000| 152.84 .00001160> 25.00 .045| 57.00 .006| 89.00 .001| 121.00 .000| 153.00 .00001161> 25.17 .044| 57.17 .006| 89.17 .001| 121.17 .000| 153.17 .00001162> 25.33 .044| 57.33 .006| 89.33 .001| 121.33 .000| 153.34 .00001163> 25.50 .043| 57.50 .006| 89.50 .001| 121.50 .000| 153.50 .00001164> 25.67 .043| 57.67 .006| 89.67 .001| 121.67 .000| 153.67 .00001165> 25.83 .043| 57.83 .006| 89.83 .001| 121.83 .000| 153.84 .00001166> 26.00 .042| 58.00 .006| 90.00 .001| 122.00 .000| 154.00 .00001167> 26.17 .042| 58.17 .006| 90.17 .001| 122.17 .000| 154.17 .00001168> 26.33 .041| 58.33 .006| 90.33 .001| 122.33 .000| 154.34 .00001169> 26.50 .041| 58.50 .006| 90.50 .001| 122.50 .000| 154.50 .00001170> 26.67 .040| 58.67 .005| 90.67 .001| 122.67 .000| 154.67 .00001171> 26.83 .040| 58.83 .005| 90.83 .001| 122.83 .000| 154.84 .00001172> 27.00 .040| 59.00 .005| 91.00 .001| 123.00 .000| 155.00 .00001173> 27.17 .039| 59.17 .005| 91.17 .001| 123.17 .000| 155.17 .00001174> 27.33 .039| 59.33 .005| 91.33 .001| 123.33 .000| 155.34 .00001175> 27.50 .038| 59.50 .005| 91.50 .001| 123.50 .000| 155.50 .00001176> 27.67 .038| 59.67 .005| 91.67 .001| 123.67 .000| 155.67 .00001177> 27.83 .038| 59.83 .005| 91.83 .001| 123.83 .000| 155.84 .00001178> 28.00 .037| 60.00 .005| 92.00 .001| 124.00 .000| 156.00 .00001179> 28.17 .037| 60.17 .005| 92.17 .001| 124.17 .000| 156.17 .00001180> 28.33 .036| 60.33 .005| 92.33 .001| 124.33 .000| 156.34 .00001181> 28.50 .036| 60.50 .005| 92.50 .001| 124.50 .000| 156.50 .00001182> 28.67 .036| 60.67 .005| 92.67 .001| 124.67 .000| 156.67 .00001183> 28.83 .035| 60.83 .005| 92.83 .001| 124.83 .000| 156.84 .00001184> 29.00 .035| 61.00 .005| 93.00 .001| 125.00 .000| 157.00 .00001185> 29.17 .035| 61.17 .005| 93.17 .001| 125.17 .000| 157.17 .00001186> 29.33 .034| 61.33 .005| 93.33 .001| 125.33 .000| 157.34 .00001187> 29.50 .034| 61.50 .005| 93.50 .001| 125.50 .000| 157.50 .00001188> 29.67 .034| 61.67 .005| 93.67 .001| 125.67 .000| 157.67 .00001189> 29.83 .033| 61.83 .005| 93.83 .001| 125.83 .000| 157.84 .00001190> 30.00 .033| 62.00 .004| 94.00 .001| 126.00 .000| 158.00 .00001191> 30.17 .033| 62.17 .004| 94.17 .001| 126.17 .000| 158.17 .00001192> 30.33 .032| 62.33 .004| 94.33 .001| 126.33 .000| 158.34 .00001193> 30.50 .032| 62.50 .004| 94.50 .001| 126.50 .000| 158.50 .00001194> 30.67 .032| 62.67 .004| 94.67 .001| 126.67 .000| 158.67 .00001195> 30.83 .031| 62.83 .004| 94.83 .001| 126.83 .000| 158.84 .00001196> 31.00 .031| 63.00 .004| 95.00 .001| 127.00 .000| 159.01 .00001197> 31.17 .031| 63.17 .004| 95.17 .001| 127.17 .000| 159.17 .00001198> 31.33 .030| 63.33 .004| 95.33 .001| 127.33 .000| 159.34 .00001199> 31.50 .030| 63.50 .004| 95.50 .001| 127.50 .000| 159.51 .00001200> 31.67 .030| 63.67 .004| 95.67 .001| 127.67 .000| 159.67 .00001201> 31.83 .029| 63.83 .004| 95.83 .001| 127.83 .000| 159.84 .00001202> --------------------------------------------------------------------------------01203> 002:0009------------------------------------------------------------------------01204> *West Side of Gilbert Creek* 01205> * 01206> ----------------------01207> | CALIB STANDHYD | Area (ha)= 11.2301208> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001209> ----------------------01210> IMPERVIOUS PERVIOUS (i)01211> Surface Area (ha)= 6.40 4.8301212> Dep. Storage (mm)= 2.00 5.0001213> Average Slope (%)= .50 2.0001214> Length (m)= 274.00 40.0001215> Mannings n = .015 .200

01216> 01217> Max.eff.Inten.(mm/hr)= 20.16 13.3901218> over (min) 12.00 26.0001219> Storage Coeff. (min)= 11.91 (ii) 25.71 (ii)01220> Unit Hyd. Tpeak (min)= 12.00 26.0001221> Unit Hyd. peak (cms)= .09 .0401222> *TOTALS*01223> PEAK FLOW (cms)= .25 .14 .374 (iii)01224> TIME TO PEAK (hrs)= 12.00 12.20 12.03301225> RUNOFF VOLUME (mm)= 46.00 18.77 29.66301226> TOTAL RAINFALL (mm)= 48.00 48.00 48.00001227> RUNOFF COEFFICIENT = .96 .39 .61801228> 01229> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01230> CN* = 75.0 Ia = Dep. Storage (Above)01231> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01232> THAN THE STORAGE COEFFICIENT.01233> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01234> 01235> --------------------------------------------------------------------------------01236> 002:0010------------------------------------------------------------------------01237> *Wast Pond, Pond 3* 01238> ---------------------01239> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01240> | IN>07:(202 ) |01241> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========01242> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01243> (cms) (ha.m.) | (cms) (ha.m.)01244> .000 .0000E+00 | .213 .3050E+0001245> .028 .1600E+00 | .289 .3650E+0001246> .093 .1930E+00 | .407 .4450E+0001247> .168 .2625E+00 | .000 .0000E+0001248> 01249> ROUTING RESULTS AREA QPEAK TPEAK R.V.01250> -------------------- (ha) (cms) (hrs) (mm)01251> INFLOW >07: (202 ) 11.23 .374 12.033 29.66301252> OUTFLOW<08: (Pond3 ) 11.23 .090 13.467 29.66301253> OVERFLOW<10: (C1over) .00 .000 .000 .00001254> 01255> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001256> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001257> PERCENTAGE OF TIME OVERFLOWING (%)= .0001258> 01259> 01260> PEAK FLOW REDUCTION [Qout/Qin](%)= 24.04301261> TIME SHIFT OF PEAK FLOW (min)= 86.0001262> MAXIMUM STORAGE USED (ha.m.)=.1915E+0001263> 01264> --------------------------------------------------------------------------------01265> 002:0011------------------------------------------------------------------------01266> --------------------01267> | PRINT HYD | AREA (ha)= 11.23001268> | ID=08 (Pond3 ) | QPEAK (cms)= .090 (i)01269> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.46701270> -------------------- VOLUME (mm)= 29.66301271> 01272> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01273> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW01274> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms01275> .00 .000| 29.67 .017| 59.33 .003| 89.00 .000| 118.67 .00001276> .17 .000| 29.83 .017| 59.50 .003| 89.17 .000| 118.83 .00001277> .33 .000| 30.00 .017| 59.67 .003| 89.33 .000| 119.00 .00001278> .50 .000| 30.17 .017| 59.83 .003| 89.50 .000| 119.17 .00001279> .67 .000| 30.33 .017| 60.00 .003| 89.67 .000| 119.33 .00001280> .83 .000| 30.50 .017| 60.17 .003| 89.83 .000| 119.50 .00001281> 1.00 .000| 30.67 .016| 60.33 .003| 90.00 .000| 119.67 .00001282> 1.17 .000| 30.83 .016| 60.50 .002| 90.17 .000| 119.83 .00001283> 1.33 .000| 31.00 .016| 60.67 .002| 90.33 .000| 120.00 .00001284> 1.50 .000| 31.17 .016| 60.83 .002| 90.50 .000| 120.17 .00001285> 1.67 .000| 31.33 .016| 61.00 .002| 90.67 .000| 120.33 .00001286> 1.83 .000| 31.50 .016| 61.17 .002| 90.83 .000| 120.50 .00001287> 2.00 .000| 31.67 .015| 61.33 .002| 91.00 .000| 120.67 .00001288> 2.17 .000| 31.83 .015| 61.50 .002| 91.17 .000| 120.83 .00001289> 2.33 .000| 32.00 .015| 61.67 .002| 91.33 .000| 121.00 .00001290> 2.50 .000| 32.17 .015| 61.83 .002| 91.50 .000| 121.17 .00001291> 2.67 .000| 32.33 .015| 62.00 .002| 91.67 .000| 121.33 .00001292> 2.83 .000| 32.50 .015| 62.17 .002| 91.83 .000| 121.50 .00001293> 3.00 .000| 32.67 .014| 62.33 .002| 92.00 .000| 121.67 .00001294> 3.17 .000| 32.83 .014| 62.50 .002| 92.17 .000| 121.83 .00001295> 3.33 .000| 33.00 .014| 62.67 .002| 92.33 .000| 122.00 .00001296> 3.50 .000| 33.17 .014| 62.83 .002| 92.50 .000| 122.17 .00001297> 3.67 .000| 33.33 .014| 63.00 .002| 92.67 .000| 122.33 .00001298> 3.83 .000| 33.50 .014| 63.17 .002| 92.83 .000| 122.50 .00001299> 4.00 .000| 33.67 .014| 63.33 .002| 93.00 .000| 122.67 .00001300> 4.17 .000| 33.83 .013| 63.50 .002| 93.17 .000| 122.83 .00001301> 4.33 .000| 34.00 .013| 63.67 .002| 93.33 .000| 123.00 .00001302> 4.50 .000| 34.17 .013| 63.83 .002| 93.50 .000| 123.17 .00001303> 4.67 .000| 34.33 .013| 64.00 .002| 93.67 .000| 123.33 .00001304> 4.83 .000| 34.50 .013| 64.17 .002| 93.83 .000| 123.50 .00001305> 5.00 .001| 34.67 .013| 64.33 .002| 94.00 .000| 123.67 .00001306> 5.17 .001| 34.83 .013| 64.50 .002| 94.17 .000| 123.83 .00001307> 5.33 .001| 35.00 .012| 64.67 .002| 94.33 .000| 124.00 .00001308> 5.50 .001| 35.17 .012| 64.83 .002| 94.50 .000| 124.17 .00001309> 5.67 .001| 35.33 .012| 65.00 .002| 94.67 .000| 124.33 .00001310> 5.83 .001| 35.50 .012| 65.17 .002| 94.83 .000| 124.50 .00001311> 6.00 .001| 35.67 .012| 65.33 .002| 95.00 .000| 124.67 .00001312> 6.17 .001| 35.83 .012| 65.50 .002| 95.17 .000| 124.83 .00001313> 6.33 .001| 36.00 .012| 65.67 .002| 95.33 .000| 125.00 .00001314> 6.50 .001| 36.17 .012| 65.83 .002| 95.50 .000| 125.17 .00001315> 6.67 .002| 36.33 .011| 66.00 .002| 95.67 .000| 125.33 .00001316> 6.83 .002| 36.50 .011| 66.17 .002| 95.83 .000| 125.50 .00001317> 7.00 .002| 36.67 .011| 66.33 .002| 96.00 .000| 125.67 .00001318> 7.17 .002| 36.83 .011| 66.50 .002| 96.17 .000| 125.83 .00001319> 7.33 .002| 37.00 .011| 66.67 .002| 96.33 .000| 126.00 .00001320> 7.50 .002| 37.17 .011| 66.83 .002| 96.50 .000| 126.17 .00001321> 7.67 .002| 37.33 .011| 67.00 .002| 96.67 .000| 126.33 .00001322> 7.83 .002| 37.50 .011| 67.17 .002| 96.83 .000| 126.50 .00001323> 8.00 .002| 37.67 .011| 67.33 .002| 97.00 .000| 126.67 .00001324> 8.17 .003| 37.83 .010| 67.50 .002| 97.17 .000| 126.83 .00001325> 8.33 .003| 38.00 .010| 67.67 .002| 97.33 .000| 127.00 .00001326> 8.50 .003| 38.17 .010| 67.83 .002| 97.50 .000| 127.17 .00001327> 8.67 .003| 38.33 .010| 68.00 .002| 97.67 .000| 127.33 .00001328> 8.83 .003| 38.50 .010| 68.17 .002| 97.83 .000| 127.50 .00001329> 9.00 .003| 38.67 .010| 68.33 .002| 98.00 .000| 127.67 .00001330> 9.17 .004| 38.83 .010| 68.50 .002| 98.17 .000| 127.83 .00001331> 9.33 .004| 39.00 .010| 68.67 .001| 98.33 .000| 128.00 .00001332> 9.50 .004| 39.17 .010| 68.83 .001| 98.50 .000| 128.17 .00001333> 9.67 .004| 39.33 .009| 69.00 .001| 98.67 .000| 128.33 .00001334> 9.83 .004| 39.50 .009| 69.17 .001| 98.83 .000| 128.50 .00001335> 10.00 .004| 39.67 .009| 69.33 .001| 99.00 .000| 128.67 .00001336> 10.17 .005| 39.83 .009| 69.50 .001| 99.17 .000| 128.83 .00001337> 10.33 .005| 40.00 .009| 69.67 .001| 99.33 .000| 129.00 .00001338> 10.50 .005| 40.17 .009| 69.83 .001| 99.50 .000| 129.17 .00001339> 10.67 .005| 40.33 .009| 70.00 .001| 99.67 .000| 129.33 .00001340> 10.83 .006| 40.50 .009| 70.17 .001| 99.83 .000| 129.50 .00001341> 11.00 .006| 40.67 .009| 70.33 .001| 100.00 .000| 129.67 .00001342> 11.17 .007| 40.83 .009| 70.50 .001| 100.17 .000| 129.83 .00001343> 11.33 .008| 41.00 .009| 70.67 .001| 100.33 .000| 130.00 .00001344> 11.50 .011| 41.17 .008| 70.83 .001| 100.50 .000| 130.17 .00001345> 11.67 .014| 41.33 .008| 71.00 .001| 100.67 .000| 130.33 .00001346> 11.83 .017| 41.50 .008| 71.17 .001| 100.83 .000| 130.50 .00001347> 12.00 .021| 41.67 .008| 71.33 .001| 101.00 .000| 130.67 .00001348> 12.17 .024| 41.83 .008| 71.50 .001| 101.17 .000| 130.83 .00001349> 12.33 .027| 42.00 .008| 71.67 .001| 101.33 .000| 131.00 .00001350> 12.50 .041| 42.17 .008| 71.83 .001| 101.50 .000| 131.17 .000

(C:\...PG4.out)


01351> 12.67 .058| 42.33 .008| 72.00 .001| 101.67 .000| 131.33 .00001352> 12.83 .070| 42.50 .008| 72.17 .001| 101.83 .000| 131.50 .00001353> 13.00 .079| 42.67 .008| 72.33 .001| 102.00 .000| 131.67 .00001354> 13.17 .086| 42.83 .008| 72.50 .001| 102.17 .000| 131.83 .00001355> 13.33 .089| 43.00 .008| 72.67 .001| 102.33 .000| 132.00 .00001356> 13.50 .090| 43.17 .007| 72.83 .001| 102.50 .000| 132.17 .00001357> 13.67 .089| 43.33 .007| 73.00 .001| 102.67 .000| 132.33 .00001358> 13.83 .087| 43.50 .007| 73.17 .001| 102.83 .000| 132.50 .00001359> 14.00 .085| 43.67 .007| 73.33 .001| 103.00 .000| 132.67 .00001360> 14.17 .082| 43.83 .007| 73.50 .001| 103.17 .000| 132.83 .00001361> 14.33 .079| 44.00 .007| 73.67 .001| 103.33 .000| 133.00 .00001362> 14.50 .075| 44.17 .007| 73.83 .001| 103.50 .000| 133.17 .00001363> 14.67 .072| 44.33 .007| 74.00 .001| 103.67 .000| 133.33 .00001364> 14.83 .068| 44.50 .007| 74.17 .001| 103.83 .000| 133.50 .00001365> 15.00 .065| 44.67 .007| 74.33 .001| 104.00 .000| 133.67 .00001366> 15.17 .061| 44.83 .007| 74.50 .001| 104.17 .000| 133.83 .00001367> 15.33 .059| 45.00 .007| 74.67 .001| 104.33 .000| 134.00 .00001368> 15.50 .056| 45.17 .007| 74.83 .001| 104.50 .000| 134.17 .00001369> 15.67 .054| 45.33 .006| 75.00 .001| 104.67 .000| 134.33 .00001370> 15.83 .052| 45.50 .006| 75.17 .001| 104.83 .000| 134.50 .00001371> 16.00 .050| 45.67 .006| 75.33 .001| 105.00 .000| 134.67 .00001372> 16.17 .048| 45.83 .006| 75.50 .001| 105.17 .000| 134.83 .00001373> 16.33 .046| 46.00 .006| 75.67 .001| 105.33 .000| 135.00 .00001374> 16.50 .044| 46.17 .006| 75.83 .001| 105.50 .000| 135.17 .00001375> 16.67 .042| 46.33 .006| 76.00 .001| 105.67 .000| 135.33 .00001376> 16.83 .040| 46.50 .006| 76.17 .001| 105.83 .000| 135.50 .00001377> 17.00 .039| 46.67 .006| 76.33 .001| 106.00 .000| 135.67 .00001378> 17.17 .037| 46.83 .006| 76.50 .001| 106.17 .000| 135.83 .00001379> 17.33 .035| 47.00 .006| 76.67 .001| 106.33 .000| 136.00 .00001380> 17.50 .034| 47.17 .006| 76.83 .001| 106.50 .000| 136.17 .00001381> 17.67 .033| 47.33 .006| 77.00 .001| 106.67 .000| 136.33 .00001382> 17.83 .032| 47.50 .006| 77.17 .001| 106.83 .000| 136.50 .00001383> 18.00 .031| 47.67 .006| 77.33 .001| 107.00 .000| 136.67 .00001384> 18.17 .030| 47.83 .006| 77.50 .001| 107.17 .000| 136.83 .00001385> 18.33 .029| 48.00 .005| 77.67 .001| 107.33 .000| 137.00 .00001386> 18.50 .029| 48.17 .005| 77.83 .001| 107.50 .000| 137.17 .00001387> 18.67 .028| 48.33 .005| 78.00 .001| 107.67 .000| 137.33 .00001388> 18.83 .028| 48.50 .005| 78.17 .001| 107.83 .000| 137.50 .00001389> 19.00 .028| 48.67 .005| 78.33 .001| 108.00 .000| 137.67 .00001390> 19.17 .028| 48.83 .005| 78.50 .001| 108.17 .000| 137.83 .00001391> 19.33 .028| 49.00 .005| 78.67 .001| 108.33 .000| 138.00 .00001392> 19.50 .028| 49.17 .005| 78.83 .001| 108.50 .000| 138.17 .00001393> 19.67 .028| 49.33 .005| 79.00 .001| 108.67 .000| 138.33 .00001394> 19.83 .027| 49.50 .005| 79.17 .001| 108.83 .000| 138.50 .00001395> 20.00 .027| 49.67 .005| 79.33 .001| 109.00 .000| 138.67 .00001396> 20.17 .027| 49.83 .005| 79.50 .001| 109.17 .000| 138.83 .00001397> 20.33 .027| 50.00 .005| 79.67 .001| 109.33 .000| 139.00 .00001398> 20.50 .027| 50.17 .005| 79.83 .001| 109.50 .000| 139.17 .00001399> 20.67 .027| 50.33 .005| 80.00 .001| 109.67 .000| 139.33 .00001400> 20.83 .026| 50.50 .005| 80.17 .001| 109.83 .000| 139.50 .00001401> 21.00 .026| 50.67 .005| 80.33 .001| 110.00 .000| 139.67 .00001402> 21.17 .026| 50.83 .005| 80.50 .001| 110.17 .000| 139.83 .00001403> 21.33 .026| 51.00 .005| 80.67 .001| 110.33 .000| 140.00 .00001404> 21.50 .026| 51.17 .004| 80.83 .001| 110.50 .000| 140.17 .00001405> 21.67 .026| 51.33 .004| 81.00 .001| 110.67 .000| 140.33 .00001406> 21.83 .026| 51.50 .004| 81.17 .001| 110.83 .000| 140.50 .00001407> 22.00 .026| 51.67 .004| 81.33 .001| 111.00 .000| 140.67 .00001408> 22.17 .026| 51.83 .004| 81.50 .001| 111.17 .000| 140.83 .00001409> 22.33 .026| 52.00 .004| 81.67 .001| 111.33 .000| 141.00 .00001410> 22.50 .026| 52.17 .004| 81.83 .001| 111.50 .000| 141.17 .00001411> 22.67 .026| 52.33 .004| 82.00 .001| 111.67 .000| 141.33 .00001412> 22.83 .025| 52.50 .004| 82.17 .001| 111.83 .000| 141.50 .00001413> 23.00 .025| 52.67 .004| 82.33 .001| 112.00 .000| 141.67 .00001414> 23.17 .025| 52.83 .004| 82.50 .001| 112.17 .000| 141.83 .00001415> 23.33 .025| 53.00 .004| 82.67 .001| 112.33 .000| 142.00 .00001416> 23.50 .025| 53.17 .004| 82.83 .001| 112.50 .000| 142.17 .00001417> 23.67 .025| 53.33 .004| 83.00 .001| 112.67 .000| 142.33 .00001418> 23.83 .025| 53.50 .004| 83.17 .001| 112.83 .000| 142.50 .00001419> 24.00 .025| 53.67 .004| 83.33 .001| 113.00 .000| 142.67 .00001420> 24.17 .024| 53.83 .004| 83.50 .001| 113.17 .000| 142.83 .00001421> 24.33 .024| 54.00 .004| 83.67 .001| 113.33 .000| 143.00 .00001422> 24.50 .024| 54.17 .004| 83.83 .001| 113.50 .000| 143.17 .00001423> 24.67 .024| 54.33 .004| 84.00 .001| 113.67 .000| 143.33 .00001424> 24.83 .024| 54.50 .004| 84.17 .001| 113.83 .000| 143.50 .00001425> 25.00 .023| 54.67 .004| 84.33 .001| 114.00 .000| 143.67 .00001426> 25.17 .023| 54.83 .004| 84.50 .001| 114.17 .000| 143.84 .00001427> 25.33 .023| 55.00 .004| 84.67 .001| 114.33 .000| 144.00 .00001428> 25.50 .023| 55.17 .003| 84.83 .001| 114.50 .000| 144.17 .00001429> 25.67 .022| 55.33 .003| 85.00 .001| 114.67 .000| 144.34 .00001430> 25.83 .022| 55.50 .003| 85.17 .001| 114.83 .000| 144.50 .00001431> 26.00 .022| 55.67 .003| 85.33 .001| 115.00 .000| 144.67 .00001432> 26.17 .022| 55.83 .003| 85.50 .001| 115.17 .000| 144.84 .00001433> 26.33 .021| 56.00 .003| 85.67 .001| 115.33 .000| 145.00 .00001434> 26.50 .021| 56.17 .003| 85.83 .001| 115.50 .000| 145.17 .00001435> 26.67 .021| 56.33 .003| 86.00 .001| 115.67 .000| 145.34 .00001436> 26.83 .021| 56.50 .003| 86.17 .000| 115.83 .000| 145.50 .00001437> 27.00 .021| 56.67 .003| 86.33 .000| 116.00 .000| 145.67 .00001438> 27.17 .020| 56.83 .003| 86.50 .000| 116.17 .000| 145.84 .00001439> 27.33 .020| 57.00 .003| 86.67 .000| 116.33 .000| 146.00 .00001440> 27.50 .020| 57.17 .003| 86.83 .000| 116.50 .000| 146.17 .00001441> 27.67 .020| 57.33 .003| 87.00 .000| 116.67 .000| 146.34 .00001442> 27.83 .020| 57.50 .003| 87.17 .000| 116.83 .000| 146.50 .00001443> 28.00 .019| 57.67 .003| 87.33 .000| 117.00 .000| 146.67 .00001444> 28.17 .019| 57.83 .003| 87.50 .000| 117.17 .000| 146.84 .00001445> 28.33 .019| 58.00 .003| 87.67 .000| 117.33 .000| 147.00 .00001446> 28.50 .019| 58.17 .003| 87.83 .000| 117.50 .000| 147.17 .00001447> 28.67 .019| 58.33 .003| 88.00 .000| 117.67 .000| 147.34 .00001448> 28.83 .018| 58.50 .003| 88.17 .000| 117.83 .000| 147.50 .00001449> 29.00 .018| 58.67 .003| 88.33 .000| 118.00 .000| 147.67 .00001450> 29.17 .018| 58.83 .003| 88.50 .000| 118.17 .000| 147.84 .00001451> 29.33 .018| 59.00 .003| 88.67 .000| 118.33 .000| 148.00 .00001452> 29.50 .018| 59.17 .003| 88.83 .000| 118.50 .000|01453> --------------------------------------------------------------------------------01454> 002:0012------------------------------------------------------------------------01455> *South Pond to Wetland* 01456> * 01457> ----------------------01458> | CALIB STANDHYD | Area (ha)= 6.3701459> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0001460> ----------------------01461> IMPERVIOUS PERVIOUS (i)01462> Surface Area (ha)= 4.46 1.9101463> Dep. Storage (mm)= 2.00 5.0001464> Average Slope (%)= .50 2.0001465> Length (m)= 206.00 40.0001466> Mannings n = .015 .20001467> 01468> Max.eff.Inten.(mm/hr)= 20.16 15.2501469> over (min) 10.00 24.0001470> Storage Coeff. (min)= 10.03 (ii) 23.13 (ii)01471> Unit Hyd. Tpeak (min)= 10.00 24.0001472> Unit Hyd. peak (cms)= .11 .0501473> *TOTALS*01474> PEAK FLOW (cms)= .20 .06 .255 (iii)01475> TIME TO PEAK (hrs)= 12.00 12.17 12.00001476> RUNOFF VOLUME (mm)= 46.00 19.73 34.17901477> TOTAL RAINFALL (mm)= 48.00 48.00 48.00001478> RUNOFF COEFFICIENT = .96 .41 .71201479> 01480> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01481> CN* = 75.0 Ia = Dep. Storage (Above)01482> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01483> THAN THE STORAGE COEFFICIENT.01484> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01485>

01486> --------------------------------------------------------------------------------01487> 002:0013------------------------------------------------------------------------01488> *South Pond, Pond 2* 01489> ---------------------01490> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01491> | IN>09:(203 ) |01492> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========01493> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01494> (cms) (ha.m.) | (cms) (ha.m.)01495> .000 .0000E+00 | .183 .1775E+0001496> .019 .1115E+00 | .248 .2075E+0001497> .079 .1250E+00 | .351 .2500E+0001498> .143 .1575E+00 | .000 .0000E+0001499> 01500> ROUTING RESULTS AREA QPEAK TPEAK R.V.01501> -------------------- (ha) (cms) (hrs) (mm)01502> INFLOW >09: (203 ) 6.37 .255 12.000 34.17901503> OUTFLOW<07: (Pond2 ) 6.37 .076 13.133 34.17901504> OVERFLOW<10: (C1over) .00 .000 .000 .00001505> 01506> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001507> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001508> PERCENTAGE OF TIME OVERFLOWING (%)= .0001509> 01510> 01511> PEAK FLOW REDUCTION [Qout/Qin](%)= 29.62001512> TIME SHIFT OF PEAK FLOW (min)= 68.0001513> MAXIMUM STORAGE USED (ha.m.)=.1242E+0001514> 01515> --------------------------------------------------------------------------------01516> 002:0014------------------------------------------------------------------------01517> --------------------01518> | PRINT HYD | AREA (ha)= 6.37001519> | ID=07 (Pond2 ) | QPEAK (cms)= .076 (i)01520> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.13301521> -------------------- VOLUME (mm)= 34.17901522> 01523> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01524> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW01525> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms01526> .00 .000| 29.00 .012| 58.00 .002| 87.00 .000| 116.00 .00001527> .17 .000| 29.17 .012| 58.17 .002| 87.17 .000| 116.17 .00001528> .33 .000| 29.33 .012| 58.33 .002| 87.33 .000| 116.33 .00001529> .50 .000| 29.50 .012| 58.50 .002| 87.50 .000| 116.50 .00001530> .67 .000| 29.67 .011| 58.67 .002| 87.67 .000| 116.67 .00001531> .83 .000| 29.83 .011| 58.83 .002| 87.83 .000| 116.83 .00001532> 1.00 .000| 30.00 .011| 59.00 .002| 88.00 .000| 117.00 .00001533> 1.17 .000| 30.17 .011| 59.17 .002| 88.17 .000| 117.17 .00001534> 1.33 .000| 30.33 .011| 59.33 .002| 88.33 .000| 117.33 .00001535> 1.50 .000| 30.50 .011| 59.50 .002| 88.50 .000| 117.50 .00001536> 1.67 .000| 30.67 .011| 59.67 .002| 88.67 .000| 117.67 .00001537> 1.83 .000| 30.83 .011| 59.83 .002| 88.83 .000| 117.83 .00001538> 2.00 .000| 31.00 .011| 60.00 .002| 89.00 .000| 118.00 .00001539> 2.17 .000| 31.17 .010| 60.17 .002| 89.17 .000| 118.17 .00001540> 2.33 .000| 31.33 .010| 60.33 .002| 89.33 .000| 118.33 .00001541> 2.50 .000| 31.50 .010| 60.50 .002| 89.50 .000| 118.50 .00001542> 2.67 .000| 31.67 .010| 60.67 .002| 89.67 .000| 118.67 .00001543> 2.83 .000| 31.83 .010| 60.83 .002| 89.83 .000| 118.83 .00001544> 3.00 .000| 32.00 .010| 61.00 .002| 90.00 .000| 119.00 .00001545> 3.17 .000| 32.17 .010| 61.17 .002| 90.17 .000| 119.17 .00001546> 3.33 .000| 32.33 .010| 61.33 .002| 90.33 .000| 119.33 .00001547> 3.50 .000| 32.50 .010| 61.50 .002| 90.50 .000| 119.50 .00001548> 3.67 .000| 32.67 .009| 61.67 .002| 90.67 .000| 119.67 .00001549> 3.83 .000| 32.83 .009| 61.83 .002| 90.83 .000| 119.83 .00001550> 4.00 .000| 33.00 .009| 62.00 .002| 91.00 .000| 120.00 .00001551> 4.17 .000| 33.17 .009| 62.17 .002| 91.17 .000| 120.17 .00001552> 4.33 .000| 33.33 .009| 62.33 .002| 91.33 .000| 120.33 .00001553> 4.50 .000| 33.50 .009| 62.50 .002| 91.50 .000| 120.50 .00001554> 4.67 .000| 33.67 .009| 62.67 .002| 91.67 .000| 120.67 .00001555> 4.83 .000| 33.83 .009| 62.83 .001| 91.83 .000| 120.83 .00001556> 5.00 .000| 34.00 .009| 63.00 .001| 92.00 .000| 121.00 .00001557> 5.17 .000| 34.17 .009| 63.17 .001| 92.17 .000| 121.17 .00001558> 5.33 .001| 34.33 .009| 63.33 .001| 92.33 .000| 121.33 .00001559> 5.50 .001| 34.50 .008| 63.50 .001| 92.50 .000| 121.50 .00001560> 5.67 .001| 34.67 .008| 63.67 .001| 92.67 .000| 121.67 .00001561> 5.83 .001| 34.83 .008| 63.83 .001| 92.83 .000| 121.83 .00001562> 6.00 .001| 35.00 .008| 64.00 .001| 93.00 .000| 122.00 .00001563> 6.17 .001| 35.17 .008| 64.17 .001| 93.17 .000| 122.17 .00001564> 6.33 .001| 35.33 .008| 64.33 .001| 93.33 .000| 122.33 .00001565> 6.50 .001| 35.50 .008| 64.50 .001| 93.50 .000| 122.50 .00001566> 6.67 .001| 35.67 .008| 64.67 .001| 93.67 .000| 122.67 .00001567> 6.83 .001| 35.83 .008| 64.83 .001| 93.83 .000| 122.83 .00001568> 7.00 .001| 36.00 .008| 65.00 .001| 94.00 .000| 123.00 .00001569> 7.17 .001| 36.17 .008| 65.17 .001| 94.17 .000| 123.17 .00001570> 7.33 .002| 36.33 .008| 65.33 .001| 94.33 .000| 123.33 .00001571> 7.50 .002| 36.50 .007| 65.50 .001| 94.50 .000| 123.50 .00001572> 7.67 .002| 36.67 .007| 65.67 .001| 94.67 .000| 123.67 .00001573> 7.83 .002| 36.83 .007| 65.83 .001| 94.83 .000| 123.83 .00001574> 8.00 .002| 37.00 .007| 66.00 .001| 95.00 .000| 124.00 .00001575> 8.17 .002| 37.17 .007| 66.17 .001| 95.17 .000| 124.17 .00001576> 8.33 .002| 37.33 .007| 66.33 .001| 95.33 .000| 124.33 .00001577> 8.50 .002| 37.50 .007| 66.50 .001| 95.50 .000| 124.50 .00001578> 8.67 .002| 37.67 .007| 66.67 .001| 95.67 .000| 124.67 .00001579> 8.83 .002| 37.83 .007| 66.83 .001| 95.83 .000| 124.83 .00001580> 9.00 .003| 38.00 .007| 67.00 .001| 96.00 .000| 125.00 .00001581> 9.17 .003| 38.17 .007| 67.17 .001| 96.17 .000| 125.17 .00001582> 9.33 .003| 38.33 .007| 67.33 .001| 96.33 .000| 125.33 .00001583> 9.50 .003| 38.50 .007| 67.50 .001| 96.50 .000| 125.50 .00001584> 9.67 .003| 38.67 .007| 67.67 .001| 96.67 .000| 125.67 .00001585> 9.83 .003| 38.83 .006| 67.83 .001| 96.83 .000| 125.83 .00001586> 10.00 .003| 39.00 .006| 68.00 .001| 97.00 .000| 126.00 .00001587> 10.17 .004| 39.17 .006| 68.17 .001| 97.17 .000| 126.17 .00001588> 10.33 .004| 39.33 .006| 68.33 .001| 97.33 .000| 126.33 .00001589> 10.50 .004| 39.50 .006| 68.50 .001| 97.50 .000| 126.50 .00001590> 10.67 .004| 39.67 .006| 68.67 .001| 97.67 .000| 126.67 .00001591> 10.83 .004| 39.83 .006| 68.83 .001| 97.83 .000| 126.83 .00001592> 11.00 .005| 40.00 .006| 69.00 .001| 98.00 .000| 127.00 .00001593> 11.17 .005| 40.17 .006| 69.17 .001| 98.17 .000| 127.17 .00001594> 11.33 .006| 40.33 .006| 69.33 .001| 98.33 .000| 127.33 .00001595> 11.50 .008| 40.50 .006| 69.50 .001| 98.50 .000| 127.50 .00001596> 11.67 .010| 40.67 .006| 69.67 .001| 98.67 .000| 127.67 .00001597> 11.83 .013| 40.83 .006| 69.83 .001| 98.83 .000| 127.83 .00001598> 12.00 .015| 41.00 .006| 70.00 .001| 99.00 .000| 128.00 .00001599> 12.17 .017| 41.17 .006| 70.17 .001| 99.17 .000| 128.17 .00001600> 12.33 .020| 41.33 .006| 70.33 .001| 99.33 .000| 128.33 .00001601> 12.50 .045| 41.50 .006| 70.50 .001| 99.50 .000| 128.50 .00001602> 12.67 .060| 41.67 .005| 70.67 .001| 99.67 .000| 128.67 .00001603> 12.83 .068| 41.83 .005| 70.83 .001| 99.83 .000| 128.83 .00001604> 13.00 .073| 42.00 .005| 71.00 .001| 100.00 .000| 129.00 .00001605> 13.17 .076| 42.17 .005| 71.17 .001| 100.17 .000| 129.17 .00001606> 13.33 .073| 42.33 .005| 71.33 .001| 100.33 .000| 129.33 .00001607> 13.50 .068| 42.50 .005| 71.50 .001| 100.50 .000| 129.50 .00001608> 13.67 .062| 42.67 .005| 71.67 .001| 100.67 .000| 129.67 .00001609> 13.83 .057| 42.83 .005| 71.83 .001| 100.83 .000| 129.83 .00001610> 14.00 .053| 43.00 .005| 72.00 .001| 101.00 .000| 130.00 .00001611> 14.17 .049| 43.17 .005| 72.17 .001| 101.17 .000| 130.17 .00001612> 14.33 .044| 43.33 .005| 72.33 .001| 101.33 .000| 130.33 .00001613> 14.50 .040| 43.50 .005| 72.50 .001| 101.50 .000| 130.50 .00001614> 14.67 .036| 43.67 .005| 72.67 .001| 101.67 .000| 130.67 .00001615> 14.83 .033| 43.83 .005| 72.83 .001| 101.83 .000| 130.83 .00001616> 15.00 .031| 44.00 .005| 73.00 .001| 102.00 .000| 131.00 .00001617> 15.17 .029| 44.17 .005| 73.17 .001| 102.17 .000| 131.17 .00001618> 15.33 .027| 44.33 .005| 73.33 .001| 102.33 .000| 131.33 .00001619> 15.50 .026| 44.50 .005| 73.50 .001| 102.50 .000| 131.50 .00001620> 15.67 .025| 44.67 .005| 73.67 .001| 102.67 .000| 131.67 .000

(C:\...PG4.out)


01621> 15.83 .024| 44.83 .004| 73.83 .001| 102.83 .000| 131.83 .00001622> 16.00 .023| 45.00 .004| 74.00 .001| 103.00 .000| 132.00 .00001623> 16.17 .023| 45.17 .004| 74.17 .001| 103.17 .000| 132.17 .00001624> 16.33 .022| 45.33 .004| 74.33 .001| 103.33 .000| 132.33 .00001625> 16.50 .020| 45.50 .004| 74.50 .001| 103.50 .000| 132.50 .00001626> 16.67 .019| 45.67 .004| 74.67 .001| 103.67 .000| 132.67 .00001627> 16.83 .019| 45.83 .004| 74.83 .001| 103.83 .000| 132.83 .00001628> 17.00 .019| 46.00 .004| 75.00 .001| 104.00 .000| 133.00 .00001629> 17.17 .019| 46.17 .004| 75.17 .001| 104.17 .000| 133.17 .00001630> 17.33 .019| 46.33 .004| 75.33 .001| 104.33 .000| 133.33 .00001631> 17.50 .019| 46.50 .004| 75.50 .001| 104.50 .000| 133.50 .00001632> 17.67 .019| 46.67 .004| 75.67 .001| 104.67 .000| 133.67 .00001633> 17.83 .019| 46.83 .004| 75.83 .001| 104.83 .000| 133.83 .00001634> 18.00 .019| 47.00 .004| 76.00 .001| 105.00 .000| 134.00 .00001635> 18.17 .019| 47.17 .004| 76.17 .001| 105.17 .000| 134.17 .00001636> 18.33 .019| 47.33 .004| 76.33 .001| 105.33 .000| 134.33 .00001637> 18.50 .019| 47.50 .004| 76.50 .001| 105.50 .000| 134.50 .00001638> 18.67 .018| 47.67 .004| 76.67 .001| 105.67 .000| 134.67 .00001639> 18.83 .018| 47.83 .004| 76.83 .001| 105.83 .000| 134.83 .00001640> 19.00 .018| 48.00 .004| 77.00 .001| 106.00 .000| 135.00 .00001641> 19.17 .018| 48.17 .004| 77.17 .001| 106.17 .000| 135.17 .00001642> 19.33 .018| 48.33 .004| 77.33 .001| 106.33 .000| 135.33 .00001643> 19.50 .018| 48.50 .004| 77.50 .001| 106.50 .000| 135.50 .00001644> 19.67 .018| 48.67 .004| 77.67 .001| 106.67 .000| 135.67 .00001645> 19.83 .018| 48.83 .004| 77.83 .001| 106.83 .000| 135.83 .00001646> 20.00 .018| 49.00 .003| 78.00 .001| 107.00 .000| 136.00 .00001647> 20.17 .018| 49.17 .003| 78.17 .001| 107.17 .000| 136.17 .00001648> 20.33 .018| 49.33 .003| 78.33 .001| 107.33 .000| 136.33 .00001649> 20.50 .018| 49.50 .003| 78.50 .001| 107.50 .000| 136.50 .00001650> 20.67 .017| 49.67 .003| 78.67 .001| 107.67 .000| 136.67 .00001651> 20.83 .017| 49.83 .003| 78.83 .001| 107.83 .000| 136.83 .00001652> 21.00 .017| 50.00 .003| 79.00 .001| 108.00 .000| 137.00 .00001653> 21.17 .017| 50.17 .003| 79.17 .001| 108.17 .000| 137.17 .00001654> 21.33 .017| 50.33 .003| 79.33 .001| 108.33 .000| 137.33 .00001655> 21.50 .017| 50.50 .003| 79.50 .001| 108.50 .000| 137.50 .00001656> 21.67 .017| 50.67 .003| 79.67 .001| 108.67 .000| 137.67 .00001657> 21.83 .017| 50.83 .003| 79.83 .001| 108.83 .000| 137.83 .00001658> 22.00 .017| 51.00 .003| 80.00 .001| 109.00 .000| 138.00 .00001659> 22.17 .017| 51.17 .003| 80.17 .001| 109.17 .000| 138.17 .00001660> 22.33 .017| 51.33 .003| 80.33 .001| 109.33 .000| 138.33 .00001661> 22.50 .017| 51.50 .003| 80.50 .001| 109.50 .000| 138.50 .00001662> 22.67 .017| 51.67 .003| 80.67 .000| 109.67 .000| 138.67 .00001663> 22.83 .017| 51.83 .003| 80.83 .000| 109.83 .000| 138.83 .00001664> 23.00 .017| 52.00 .003| 81.00 .000| 110.00 .000| 139.00 .00001665> 23.17 .016| 52.17 .003| 81.17 .000| 110.17 .000| 139.17 .00001666> 23.33 .016| 52.33 .003| 81.33 .000| 110.33 .000| 139.33 .00001667> 23.50 .016| 52.50 .003| 81.50 .000| 110.50 .000| 139.50 .00001668> 23.67 .016| 52.67 .003| 81.67 .000| 110.67 .000| 139.67 .00001669> 23.83 .016| 52.83 .003| 81.83 .000| 110.83 .000| 139.83 .00001670> 24.00 .016| 53.00 .003| 82.00 .000| 111.00 .000| 140.00 .00001671> 24.17 .016| 53.17 .003| 82.17 .000| 111.17 .000| 140.17 .00001672> 24.33 .016| 53.33 .003| 82.33 .000| 111.33 .000| 140.33 .00001673> 24.50 .016| 53.50 .003| 82.50 .000| 111.50 .000| 140.50 .00001674> 24.67 .015| 53.67 .003| 82.67 .000| 111.67 .000| 140.67 .00001675> 24.83 .015| 53.83 .003| 82.83 .000| 111.83 .000| 140.83 .00001676> 25.00 .015| 54.00 .003| 83.00 .000| 112.00 .000| 141.00 .00001677> 25.17 .015| 54.17 .003| 83.17 .000| 112.17 .000| 141.17 .00001678> 25.33 .015| 54.33 .003| 83.33 .000| 112.33 .000| 141.33 .00001679> 25.50 .015| 54.50 .002| 83.50 .000| 112.50 .000| 141.50 .00001680> 25.67 .015| 54.67 .002| 83.67 .000| 112.67 .000| 141.67 .00001681> 25.83 .014| 54.83 .002| 83.83 .000| 112.83 .000| 141.83 .00001682> 26.00 .014| 55.00 .002| 84.00 .000| 113.00 .000| 142.00 .00001683> 26.17 .014| 55.17 .002| 84.17 .000| 113.17 .000| 142.17 .00001684> 26.33 .014| 55.33 .002| 84.33 .000| 113.33 .000| 142.33 .00001685> 26.50 .014| 55.50 .002| 84.50 .000| 113.50 .000| 142.50 .00001686> 26.67 .014| 55.67 .002| 84.67 .000| 113.67 .000| 142.67 .00001687> 26.83 .014| 55.83 .002| 84.83 .000| 113.83 .000| 142.83 .00001688> 27.00 .013| 56.00 .002| 85.00 .000| 114.00 .000| 143.00 .00001689> 27.17 .013| 56.17 .002| 85.17 .000| 114.17 .000| 143.17 .00001690> 27.33 .013| 56.33 .002| 85.33 .000| 114.33 .000| 143.33 .00001691> 27.50 .013| 56.50 .002| 85.50 .000| 114.50 .000| 143.50 .00001692> 27.67 .013| 56.67 .002| 85.67 .000| 114.67 .000| 143.67 .00001693> 27.83 .013| 56.83 .002| 85.83 .000| 114.83 .000| 143.84 .00001694> 28.00 .013| 57.00 .002| 86.00 .000| 115.00 .000| 144.00 .00001695> 28.17 .013| 57.17 .002| 86.17 .000| 115.17 .000| 144.17 .00001696> 28.33 .012| 57.33 .002| 86.33 .000| 115.33 .000| 144.34 .00001697> 28.50 .012| 57.50 .002| 86.50 .000| 115.50 .000|01698> 28.67 .012| 57.67 .002| 86.67 .000| 115.67 .000|01699> 28.83 .012| 57.83 .002| 86.83 .000| 115.83 .000|01700> --------------------------------------------------------------------------------01701> 002:0015------------------------------------------------------------------------01702> --------------------------------------------------------------------------------01703> 002:0002------------------------------------------------------------------------01704> ** END OF RUN : 201705> 01706> *******************************************************************************01707> 01708> 01709> 01710> 01711> 01712> --------------------01713> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 01714> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 01715> TZERO = .00 hrs on 001716> METOUT= 2 (output = METRIC) 01717> NRUN = 00301718> NSTORM= 101719> # 1=5SCS24.stm 01720> --------------------------------------------------------------------------------01721> 003:0002------------------------------------------------------------------------01722> *#******************************************************************************01723> *# Project Name: [Paris Grand] Project Number: [PGD020165] 01724> *# Date : 09-27-2012 01725> *# Modeller : [L.Garner] 01726> *# Company : R.J. Burnside & Associates Ltd. 01727> *# License # : 3877524 01728> *#******************************************************************************01729> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 01730> --------------------------------------------------------------------------------01731> 003:0002------------------------------------------------------------------------01732> --------------------01733> | READ STORM | Filename: 5-Year SCS Type-II Storm Distribution (201734> | Ptotal= 66.00 mm| Comments: 5-Year SCS Type-II Storm Distribution (201735> --------------------01736> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN01737> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr01738> 1.00 .660 | 7.00 1.320 | 13.00 7.920 | 19.00 1.32001739> 2.00 .660 | 8.00 1.320 | 14.00 3.300 | 20.00 .66001740> 3.00 .660 | 9.00 1.980 | 15.00 1.980 | 21.00 .66001741> 4.00 1.320 | 10.00 1.980 | 16.00 1.980 | 22.00 1.32001742> 5.00 .660 | 11.00 3.300 | 17.00 1.320 | 23.00 .66001743> 6.00 1.320 | 12.00 27.720 | 18.00 1.320 | 24.00 .66001744> 01745> --------------------------------------------------------------------------------01746> 003:0003------------------------------------------------------------------------01747> * 01748> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01749> * 01750> *East Side of Creek* 01751> * 01752> ----------------------01753> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0001754> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001755> ---------------------- U.H. Tp(hrs)= .290

01756> 01757> Unit Hyd Qpeak (cms)= 1.71401758> 01759> PEAK FLOW (cms)= .283 (i)01760> TIME TO PEAK (hrs)= 12.06701761> RUNOFF VOLUME (mm)= 17.85001762> TOTAL RAINFALL (mm)= 66.00001763> RUNOFF COEFFICIENT = .27001764> 01765> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01766> 01767> --------------------------------------------------------------------------------01768> 003:0004------------------------------------------------------------------------01769> *West Side of Creek* 01770> * 01771> ----------------------01772> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0001773> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001774> ---------------------- U.H. Tp(hrs)= .16001775> 01776> Unit Hyd Qpeak (cms)= 1.63801777> 01778> PEAK FLOW (cms)= .168 (i)01779> TIME TO PEAK (hrs)= 12.03301780> RUNOFF VOLUME (mm)= 17.85001781> TOTAL RAINFALL (mm)= 66.00001782> RUNOFF COEFFICIENT = .27001783> 01784> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01785> 01786> --------------------------------------------------------------------------------01787> 003:0005------------------------------------------------------------------------01788> *Wetland* 01789> * 01790> ----------------------01791> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0001792> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0001793> ---------------------- U.H. Tp(hrs)= .24001794> 01795> Unit Hyd Qpeak (cms)= .99801796> 01797> PEAK FLOW (cms)= .143 (i)01798> TIME TO PEAK (hrs)= 12.06701799> RUNOFF VOLUME (mm)= 17.85001800> TOTAL RAINFALL (mm)= 66.00001801> RUNOFF COEFFICIENT = .27001802> 01803> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01804> 01805> --------------------------------------------------------------------------------01806> 003:0006------------------------------------------------------------------------01807> * 01808> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 01809> * 01810> *East Side of Creek* 01811> * 01812> ----------------------01813> | CALIB STANDHYD | Area (ha)= 21.4701814> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0001815> ----------------------01816> IMPERVIOUS PERVIOUS (i)01817> Surface Area (ha)= 12.24 9.2301818> Dep. Storage (mm)= 2.00 5.0001819> Average Slope (%)= .50 2.0001820> Length (m)= 378.00 40.0001821> Mannings n = .015 .20001822> 01823> Max.eff.Inten.(mm/hr)= 27.72 22.6601824> over (min) 12.00 24.0001825> Storage Coeff. (min)= 12.71 (ii) 23.89 (ii)01826> Unit Hyd. Tpeak (min)= 12.00 24.0001827> Unit Hyd. peak (cms)= .09 .0501828> *TOTALS*01829> PEAK FLOW (cms)= .65 .46 1.089 (iii)01830> TIME TO PEAK (hrs)= 12.00 12.17 12.03301831> RUNOFF VOLUME (mm)= 63.99 31.65 44.59001832> TOTAL RAINFALL (mm)= 66.00 66.00 66.00001833> RUNOFF COEFFICIENT = .97 .48 .67601834> 01835> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:01836> CN* = 75.0 Ia = Dep. Storage (Above)01837> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL01838> THAN THE STORAGE COEFFICIENT.01839> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01840> 01841> --------------------------------------------------------------------------------01842> 003:0007------------------------------------------------------------------------01843> *East Pond, Pond 1* 01844> ---------------------01845> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.01846> | IN>04:(201 ) |01847> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========01848> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE01849> (cms) (ha.m.) | (cms) (ha.m.)01850> .000 .0000E+00 | .362 .6000E+0001851> .053 .3059E+00 | .492 .7200E+0001852> .156 .3725E+00 | .697 .8900E+0001853> .283 .5170E+00 | .000 .0000E+0001854> 01855> ROUTING RESULTS AREA QPEAK TPEAK R.V.01856> -------------------- (ha) (cms) (hrs) (mm)01857> INFLOW >04: (201 ) 21.47 1.089 12.033 44.59001858> OUTFLOW<05: (Pond1 ) 21.47 .282 13.367 44.58901859> OVERFLOW<10: (C1over) .00 .000 .000 .00001860> 01861> TOTAL NUMBER OF SIMULATED OVERFLOWS = 001862> CUMULATIVE TIME OF OVERFLOWS (hours)= .0001863> PERCENTAGE OF TIME OVERFLOWING (%)= .0001864> 01865> 01866> PEAK FLOW REDUCTION [Qout/Qin](%)= 25.89401867> TIME SHIFT OF PEAK FLOW (min)= 80.0001868> MAXIMUM STORAGE USED (ha.m.)=.5160E+0001869> 01870> --------------------------------------------------------------------------------01871> 003:0008------------------------------------------------------------------------01872> --------------------01873> | PRINT HYD | AREA (ha)= 21.47001874> | ID=05 (Pond1 ) | QPEAK (cms)= .282 (i)01875> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.36701876> -------------------- VOLUME (mm)= 44.58901877> 01878> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.01879> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW01880> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms01881> .00 .000| 32.33 .031| 64.67 .004| 97.00 .001| 129.33 .00001882> .17 .000| 32.50 .031| 64.83 .004| 97.17 .001| 129.50 .00001883> .33 .000| 32.67 .031| 65.00 .004| 97.33 .001| 129.67 .00001884> .50 .000| 32.83 .030| 65.17 .004| 97.50 .001| 129.83 .00001885> .67 .000| 33.00 .030| 65.33 .004| 97.67 .001| 130.00 .00001886> .83 .000| 33.17 .030| 65.50 .004| 97.83 .001| 130.17 .00001887> 1.00 .000| 33.33 .029| 65.67 .004| 98.00 .001| 130.33 .00001888> 1.17 .000| 33.50 .029| 65.83 .004| 98.17 .001| 130.50 .00001889> 1.33 .000| 33.67 .029| 66.00 .004| 98.33 .001| 130.67 .00001890> 1.50 .000| 33.83 .029| 66.17 .004| 98.50 .001| 130.83 .000

LGarner

Text Box

5 YR

(C:\...PG4.out)


01891> 1.67 .000| 34.00 .028| 66.33 .004| 98.67 .001| 131.00 .00001892> 1.83 .000| 34.17 .028| 66.50 .004| 98.83 .000| 131.17 .00001893> 2.00 .000| 34.33 .028| 66.67 .004| 99.00 .000| 131.33 .00001894> 2.17 .000| 34.50 .027| 66.83 .004| 99.17 .000| 131.50 .00001895> 2.33 .000| 34.67 .027| 67.00 .004| 99.33 .000| 131.67 .00001896> 2.50 .000| 34.83 .027| 67.17 .004| 99.50 .000| 131.83 .00001897> 2.67 .000| 35.00 .027| 67.33 .004| 99.67 .000| 132.00 .00001898> 2.83 .000| 35.17 .026| 67.50 .003| 99.83 .000| 132.17 .00001899> 3.00 .000| 35.33 .026| 67.67 .003| 100.00 .000| 132.33 .00001900> 3.17 .000| 35.50 .026| 67.83 .003| 100.17 .000| 132.50 .00001901> 3.33 .000| 35.67 .025| 68.00 .003| 100.33 .000| 132.67 .00001902> 3.50 .000| 35.83 .025| 68.17 .003| 100.50 .000| 132.83 .00001903> 3.67 .001| 36.00 .025| 68.33 .003| 100.67 .000| 133.00 .00001904> 3.83 .001| 36.17 .025| 68.50 .003| 100.83 .000| 133.17 .00001905> 4.00 .001| 36.33 .024| 68.67 .003| 101.00 .000| 133.33 .00001906> 4.17 .002| 36.50 .024| 68.83 .003| 101.17 .000| 133.50 .00001907> 4.33 .002| 36.67 .024| 69.00 .003| 101.33 .000| 133.67 .00001908> 4.50 .002| 36.83 .024| 69.17 .003| 101.50 .000| 133.83 .00001909> 4.67 .002| 37.00 .023| 69.33 .003| 101.67 .000| 134.00 .00001910> 4.83 .002| 37.17 .023| 69.50 .003| 101.83 .000| 134.17 .00001911> 5.00 .002| 37.33 .023| 69.67 .003| 102.00 .000| 134.33 .00001912> 5.17 .003| 37.50 .023| 69.83 .003| 102.17 .000| 134.50 .00001913> 5.33 .003| 37.67 .023| 70.00 .003| 102.33 .000| 134.67 .00001914> 5.50 .003| 37.83 .022| 70.17 .003| 102.50 .000| 134.83 .00001915> 5.67 .003| 38.00 .022| 70.33 .003| 102.67 .000| 135.00 .00001916> 5.83 .004| 38.17 .022| 70.50 .003| 102.83 .000| 135.17 .00001917> 6.00 .004| 38.33 .022| 70.67 .003| 103.00 .000| 135.33 .00001918> 6.17 .004| 38.50 .021| 70.83 .003| 103.17 .000| 135.50 .00001919> 6.33 .005| 38.67 .021| 71.00 .003| 103.33 .000| 135.67 .00001920> 6.50 .005| 38.83 .021| 71.17 .003| 103.50 .000| 135.83 .00001921> 6.67 .005| 39.00 .021| 71.33 .003| 103.67 .000| 136.00 .00001922> 6.83 .005| 39.17 .020| 71.50 .003| 103.83 .000| 136.17 .00001923> 7.00 .006| 39.33 .020| 71.67 .003| 104.00 .000| 136.33 .00001924> 7.17 .006| 39.50 .020| 71.83 .003| 104.17 .000| 136.50 .00001925> 7.33 .006| 39.67 .020| 72.00 .003| 104.33 .000| 136.67 .00001926> 7.50 .007| 39.83 .020| 72.17 .003| 104.50 .000| 136.83 .00001927> 7.67 .007| 40.00 .019| 72.33 .003| 104.67 .000| 137.00 .00001928> 7.83 .007| 40.17 .019| 72.50 .003| 104.83 .000| 137.17 .00001929> 8.00 .008| 40.33 .019| 72.67 .003| 105.00 .000| 137.33 .00001930> 8.17 .008| 40.50 .019| 72.83 .003| 105.17 .000| 137.50 .00001931> 8.33 .008| 40.67 .019| 73.00 .002| 105.33 .000| 137.67 .00001932> 8.50 .009| 40.83 .018| 73.17 .002| 105.50 .000| 137.83 .00001933> 8.67 .009| 41.00 .018| 73.33 .002| 105.67 .000| 138.00 .00001934> 8.83 .010| 41.17 .018| 73.50 .002| 105.83 .000| 138.17 .00001935> 9.00 .010| 41.33 .018| 73.67 .002| 106.00 .000| 138.33 .00001936> 9.17 .011| 41.50 .018| 73.83 .002| 106.17 .000| 138.50 .00001937> 9.33 .011| 41.67 .018| 74.00 .002| 106.33 .000| 138.67 .00001938> 9.50 .012| 41.83 .017| 74.17 .002| 106.50 .000| 138.83 .00001939> 9.67 .012| 42.00 .017| 74.33 .002| 106.67 .000| 139.00 .00001940> 9.83 .013| 42.17 .017| 74.50 .002| 106.83 .000| 139.17 .00001941> 10.00 .013| 42.33 .017| 74.67 .002| 107.00 .000| 139.33 .00001942> 10.17 .014| 42.50 .017| 74.83 .002| 107.17 .000| 139.50 .00001943> 10.33 .014| 42.67 .016| 75.00 .002| 107.33 .000| 139.67 .00001944> 10.50 .015| 42.83 .016| 75.17 .002| 107.50 .000| 139.83 .00001945> 10.67 .016| 43.00 .016| 75.33 .002| 107.67 .000| 140.00 .00001946> 10.83 .017| 43.17 .016| 75.50 .002| 107.83 .000| 140.17 .00001947> 11.00 .018| 43.33 .016| 75.67 .002| 108.00 .000| 140.33 .00001948> 11.17 .019| 43.50 .016| 75.83 .002| 108.17 .000| 140.50 .00001949> 11.33 .024| 43.67 .015| 76.00 .002| 108.33 .000| 140.67 .00001950> 11.50 .031| 43.83 .015| 76.17 .002| 108.50 .000| 140.83 .00001951> 11.67 .039| 44.00 .015| 76.33 .002| 108.67 .000| 141.00 .00001952> 11.83 .049| 44.17 .015| 76.50 .002| 108.83 .000| 141.17 .00001953> 12.00 .106| 44.33 .015| 76.67 .002| 109.00 .000| 141.33 .00001954> 12.17 .176| 44.50 .015| 76.83 .002| 109.17 .000| 141.50 .00001955> 12.33 .211| 44.67 .015| 77.00 .002| 109.33 .000| 141.67 .00001956> 12.50 .235| 44.83 .014| 77.17 .002| 109.50 .000| 141.83 .00001957> 12.67 .251| 45.00 .014| 77.33 .002| 109.67 .000| 142.00 .00001958> 12.83 .263| 45.17 .014| 77.50 .002| 109.83 .000| 142.17 .00001959> 13.00 .272| 45.33 .014| 77.67 .002| 110.00 .000| 142.33 .00001960> 13.17 .279| 45.50 .014| 77.83 .002| 110.17 .000| 142.50 .00001961> 13.33 .282| 45.67 .014| 78.00 .002| 110.33 .000| 142.67 .00001962> 13.50 .281| 45.83 .014| 78.17 .002| 110.50 .000| 142.83 .00001963> 13.67 .278| 46.00 .013| 78.33 .002| 110.67 .000| 143.00 .00001964> 13.83 .274| 46.17 .013| 78.50 .002| 110.83 .000| 143.17 .00001965> 14.00 .270| 46.33 .013| 78.67 .002| 111.00 .000| 143.33 .00001966> 14.17 .265| 46.50 .013| 78.83 .002| 111.17 .000| 143.50 .00001967> 14.33 .259| 46.67 .013| 79.00 .002| 111.33 .000| 143.67 .00001968> 14.50 .253| 46.83 .013| 79.17 .002| 111.50 .000| 143.84 .00001969> 14.67 .246| 47.00 .013| 79.33 .002| 111.67 .000| 144.00 .00001970> 14.83 .239| 47.17 .012| 79.50 .002| 111.83 .000| 144.17 .00001971> 15.00 .232| 47.33 .012| 79.67 .002| 112.00 .000| 144.34 .00001972> 15.17 .225| 47.50 .012| 79.83 .002| 112.17 .000| 144.50 .00001973> 15.33 .219| 47.67 .012| 80.00 .002| 112.33 .000| 144.67 .00001974> 15.50 .213| 47.83 .012| 80.17 .002| 112.50 .000| 144.84 .00001975> 15.67 .207| 48.00 .012| 80.33 .002| 112.67 .000| 145.00 .00001976> 15.83 .201| 48.17 .012| 80.50 .002| 112.83 .000| 145.17 .00001977> 16.00 .196| 48.33 .012| 80.67 .002| 113.00 .000| 145.34 .00001978> 16.17 .191| 48.50 .011| 80.83 .002| 113.17 .000| 145.50 .00001979> 16.33 .186| 48.67 .011| 81.00 .002| 113.33 .000| 145.67 .00001980> 16.50 .180| 48.83 .011| 81.17 .001| 113.50 .000| 145.84 .00001981> 16.67 .175| 49.00 .011| 81.33 .001| 113.67 .000| 146.00 .00001982> 16.83 .169| 49.17 .011| 81.50 .001| 113.83 .000| 146.17 .00001983> 17.00 .164| 49.33 .011| 81.67 .001| 114.00 .000| 146.34 .00001984> 17.17 .159| 49.50 .011| 81.83 .001| 114.17 .000| 146.50 .00001985> 17.33 .154| 49.67 .011| 82.00 .001| 114.33 .000| 146.67 .00001986> 17.50 .146| 49.83 .011| 82.17 .001| 114.50 .000| 146.84 .00001987> 17.67 .139| 50.00 .010| 82.33 .001| 114.67 .000| 147.00 .00001988> 17.83 .132| 50.17 .010| 82.50 .001| 114.83 .000| 147.17 .00001989> 18.00 .127| 50.33 .010| 82.67 .001| 115.00 .000| 147.34 .00001990> 18.17 .121| 50.50 .010| 82.83 .001| 115.17 .000| 147.50 .00001991> 18.33 .116| 50.67 .010| 83.00 .001| 115.33 .000| 147.67 .00001992> 18.50 .112| 50.83 .010| 83.17 .001| 115.50 .000| 147.84 .00001993> 18.67 .108| 51.00 .010| 83.33 .001| 115.67 .000| 148.00 .00001994> 18.83 .104| 51.17 .010| 83.50 .001| 115.83 .000| 148.17 .00001995> 19.00 .101| 51.33 .010| 83.67 .001| 116.00 .000| 148.34 .00001996> 19.17 .098| 51.50 .009| 83.83 .001| 116.17 .000| 148.50 .00001997> 19.33 .094| 51.67 .009| 84.00 .001| 116.33 .000| 148.67 .00001998> 19.50 .090| 51.83 .009| 84.17 .001| 116.50 .000| 148.84 .00001999> 19.67 .086| 52.00 .009| 84.33 .001| 116.67 .000| 149.00 .00002000> 19.83 .081| 52.17 .009| 84.50 .001| 116.83 .000| 149.17 .00002001> 20.00 .077| 52.33 .009| 84.67 .001| 117.00 .000| 149.34 .00002002> 20.17 .074| 52.50 .009| 84.83 .001| 117.17 .000| 149.50 .00002003> 20.33 .070| 52.67 .009| 85.00 .001| 117.33 .000| 149.67 .00002004> 20.50 .067| 52.83 .009| 85.17 .001| 117.50 .000| 149.84 .00002005> 20.67 .064| 53.00 .009| 85.33 .001| 117.67 .000| 150.00 .00002006> 20.83 .061| 53.17 .009| 85.50 .001| 117.83 .000| 150.17 .00002007> 21.00 .059| 53.33 .008| 85.67 .001| 118.00 .000| 150.34 .00002008> 21.17 .057| 53.50 .008| 85.83 .001| 118.17 .000| 150.50 .00002009> 21.33 .056| 53.67 .008| 86.00 .001| 118.33 .000| 150.67 .00002010> 21.50 .055| 53.83 .008| 86.17 .001| 118.50 .000| 150.84 .00002011> 21.67 .056| 54.00 .008| 86.33 .001| 118.67 .000| 151.00 .00002012> 21.83 .056| 54.17 .008| 86.50 .001| 118.83 .000| 151.17 .00002013> 22.00 .057| 54.33 .008| 86.67 .001| 119.00 .000| 151.34 .00002014> 22.17 .057| 54.50 .008| 86.83 .001| 119.17 .000| 151.50 .00002015> 22.33 .057| 54.67 .008| 87.00 .001| 119.33 .000| 151.67 .00002016> 22.50 .056| 54.83 .008| 87.17 .001| 119.50 .000| 151.84 .00002017> 22.67 .055| 55.00 .008| 87.33 .001| 119.67 .000| 152.00 .00002018> 22.83 .053| 55.17 .008| 87.50 .001| 119.83 .000| 152.17 .00002019> 23.00 .053| 55.33 .007| 87.67 .001| 120.00 .000| 152.34 .00002020> 23.17 .053| 55.50 .007| 87.83 .001| 120.17 .000| 152.50 .00002021> 23.33 .053| 55.67 .007| 88.00 .001| 120.33 .000| 152.67 .00002022> 23.50 .052| 55.83 .007| 88.17 .001| 120.50 .000| 152.84 .00002023> 23.67 .052| 56.00 .007| 88.33 .001| 120.67 .000| 153.00 .00002024> 23.83 .052| 56.17 .007| 88.50 .001| 120.83 .000| 153.17 .00002025> 24.00 .052| 56.33 .007| 88.67 .001| 121.00 .000| 153.34 .000

02026> 24.17 .052| 56.50 .007| 88.83 .001| 121.17 .000| 153.50 .00002027> 24.33 .051| 56.67 .007| 89.00 .001| 121.33 .000| 153.67 .00002028> 24.50 .051| 56.83 .007| 89.17 .001| 121.50 .000| 153.84 .00002029> 24.67 .050| 57.00 .007| 89.33 .001| 121.67 .000| 154.00 .00002030> 24.83 .050| 57.17 .007| 89.50 .001| 121.83 .000| 154.17 .00002031> 25.00 .050| 57.33 .007| 89.67 .001| 122.00 .000| 154.34 .00002032> 25.17 .049| 57.50 .007| 89.83 .001| 122.17 .000| 154.50 .00002033> 25.33 .049| 57.67 .006| 90.00 .001| 122.33 .000| 154.67 .00002034> 25.50 .048| 57.83 .006| 90.17 .001| 122.50 .000| 154.84 .00002035> 25.67 .048| 58.00 .006| 90.33 .001| 122.67 .000| 155.00 .00002036> 25.83 .047| 58.17 .006| 90.50 .001| 122.83 .000| 155.17 .00002037> 26.00 .047| 58.33 .006| 90.67 .001| 123.00 .000| 155.34 .00002038> 26.17 .046| 58.50 .006| 90.83 .001| 123.17 .000| 155.50 .00002039> 26.33 .046| 58.67 .006| 91.00 .001| 123.33 .000| 155.67 .00002040> 26.50 .045| 58.83 .006| 91.17 .001| 123.50 .000| 155.84 .00002041> 26.67 .045| 59.00 .006| 91.33 .001| 123.67 .000| 156.00 .00002042> 26.83 .044| 59.17 .006| 91.50 .001| 123.83 .000| 156.17 .00002043> 27.00 .044| 59.33 .006| 91.67 .001| 124.00 .000| 156.34 .00002044> 27.17 .043| 59.50 .006| 91.83 .001| 124.17 .000| 156.50 .00002045> 27.33 .043| 59.67 .006| 92.00 .001| 124.33 .000| 156.67 .00002046> 27.50 .042| 59.83 .006| 92.17 .001| 124.50 .000| 156.84 .00002047> 27.67 .042| 60.00 .006| 92.33 .001| 124.67 .000| 157.00 .00002048> 27.83 .042| 60.17 .006| 92.50 .001| 124.83 .000| 157.17 .00002049> 28.00 .041| 60.33 .005| 92.67 .001| 125.00 .000| 157.34 .00002050> 28.17 .041| 60.50 .005| 92.83 .001| 125.17 .000| 157.50 .00002051> 28.33 .040| 60.67 .005| 93.00 .001| 125.33 .000| 157.67 .00002052> 28.50 .040| 60.83 .005| 93.17 .001| 125.50 .000| 157.84 .00002053> 28.67 .039| 61.00 .005| 93.33 .001| 125.67 .000| 158.00 .00002054> 28.83 .039| 61.17 .005| 93.50 .001| 125.83 .000| 158.17 .00002055> 29.00 .039| 61.33 .005| 93.67 .001| 126.00 .000| 158.34 .00002056> 29.17 .038| 61.50 .005| 93.83 .001| 126.17 .000| 158.50 .00002057> 29.33 .038| 61.67 .005| 94.00 .001| 126.33 .000| 158.67 .00002058> 29.50 .037| 61.83 .005| 94.17 .001| 126.50 .000| 158.84 .00002059> 29.67 .037| 62.00 .005| 94.33 .001| 126.67 .000| 159.01 .00002060> 29.83 .037| 62.17 .005| 94.50 .001| 126.83 .000| 159.17 .00002061> 30.00 .036| 62.33 .005| 94.67 .001| 127.00 .000| 159.34 .00002062> 30.17 .036| 62.50 .005| 94.83 .001| 127.17 .000| 159.51 .00002063> 30.33 .036| 62.67 .005| 95.00 .001| 127.33 .000| 159.67 .00002064> 30.50 .035| 62.83 .005| 95.17 .001| 127.50 .000| 159.84 .00002065> 30.67 .035| 63.00 .005| 95.33 .001| 127.67 .000| 160.01 .00002066> 30.83 .034| 63.17 .005| 95.50 .001| 127.83 .000| 160.17 .00002067> 31.00 .034| 63.33 .005| 95.67 .001| 128.00 .000| 160.34 .00002068> 31.17 .034| 63.50 .004| 95.83 .001| 128.17 .000| 160.51 .00002069> 31.33 .033| 63.67 .004| 96.00 .001| 128.33 .000| 160.67 .00002070> 31.50 .033| 63.83 .004| 96.17 .001| 128.50 .000| 160.84 .00002071> 31.67 .033| 64.00 .004| 96.33 .001| 128.67 .000| 161.01 .00002072> 31.83 .032| 64.17 .004| 96.50 .001| 128.83 .000| 161.17 .00002073> 32.00 .032| 64.33 .004| 96.67 .001| 129.00 .000| 161.34 .00002074> 32.17 .032| 64.50 .004| 96.83 .001| 129.17 .000|02075> --------------------------------------------------------------------------------02076> 003:0009------------------------------------------------------------------------02077> *West Side of Gilbert Creek* 02078> * 02079> ----------------------02080> | CALIB STANDHYD | Area (ha)= 11.2302081> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0002082> ----------------------02083> IMPERVIOUS PERVIOUS (i)02084> Surface Area (ha)= 6.40 4.8302085> Dep. Storage (mm)= 2.00 5.0002086> Average Slope (%)= .50 2.0002087> Length (m)= 274.00 40.0002088> Mannings n = .015 .20002089> 02090> Max.eff.Inten.(mm/hr)= 27.72 22.8302091> over (min) 10.00 22.0002092> Storage Coeff. (min)= 10.48 (ii) 21.63 (ii)02093> Unit Hyd. Tpeak (min)= 10.00 22.0002094> Unit Hyd. peak (cms)= .11 .0502095> *TOTALS*02096> PEAK FLOW (cms)= .34 .25 .583 (iii)02097> TIME TO PEAK (hrs)= 12.00 12.13 12.00002098> RUNOFF VOLUME (mm)= 64.00 31.65 44.59002099> TOTAL RAINFALL (mm)= 66.00 66.00 66.00002100> RUNOFF COEFFICIENT = .97 .48 .67602101> 02102> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:02103> CN* = 75.0 Ia = Dep. Storage (Above)02104> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL02105> THAN THE STORAGE COEFFICIENT.02106> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02107> 02108> --------------------------------------------------------------------------------02109> 003:0010------------------------------------------------------------------------02110> *Wast Pond, Pond 3* 02111> ---------------------02112> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.02113> | IN>07:(202 ) |02114> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========02115> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE02116> (cms) (ha.m.) | (cms) (ha.m.)02117> .000 .0000E+00 | .213 .3050E+0002118> .028 .1600E+00 | .289 .3650E+0002119> .093 .1930E+00 | .407 .4450E+0002120> .168 .2625E+00 | .000 .0000E+0002121> 02122> ROUTING RESULTS AREA QPEAK TPEAK R.V.02123> -------------------- (ha) (cms) (hrs) (mm)02124> INFLOW >07: (202 ) 11.23 .583 12.000 44.59002125> OUTFLOW<08: (Pond3 ) 11.23 .167 13.233 44.58902126> OVERFLOW<10: (C1over) .00 .000 .000 .00002127> 02128> TOTAL NUMBER OF SIMULATED OVERFLOWS = 002129> CUMULATIVE TIME OF OVERFLOWS (hours)= .0002130> PERCENTAGE OF TIME OVERFLOWING (%)= .0002131> 02132> 02133> PEAK FLOW REDUCTION [Qout/Qin](%)= 28.64902134> TIME SHIFT OF PEAK FLOW (min)= 74.0002135> MAXIMUM STORAGE USED (ha.m.)=.2615E+0002136> 02137> --------------------------------------------------------------------------------02138> 003:0011------------------------------------------------------------------------02139> --------------------02140> | PRINT HYD | AREA (ha)= 11.23002141> | ID=08 (Pond3 ) | QPEAK (cms)= .167 (i)02142> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.23302143> -------------------- VOLUME (mm)= 44.58902144> 02145> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02146> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW02147> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms02148> .00 .000| 30.00 .019| 60.00 .003| 90.00 .000| 120.00 .00002149> .17 .000| 30.17 .019| 60.17 .003| 90.17 .000| 120.17 .00002150> .33 .000| 30.33 .018| 60.33 .003| 90.33 .000| 120.33 .00002151> .50 .000| 30.50 .018| 60.50 .003| 90.50 .000| 120.50 .00002152> .67 .000| 30.67 .018| 60.67 .003| 90.67 .000| 120.67 .00002153> .83 .000| 30.83 .018| 60.83 .003| 90.83 .000| 120.83 .00002154> 1.00 .000| 31.00 .018| 61.00 .003| 91.00 .000| 121.00 .00002155> 1.17 .000| 31.17 .017| 61.17 .003| 91.17 .000| 121.17 .00002156> 1.33 .000| 31.33 .017| 61.33 .003| 91.33 .000| 121.33 .00002157> 1.50 .000| 31.50 .017| 61.50 .003| 91.50 .000| 121.50 .00002158> 1.67 .000| 31.67 .017| 61.67 .003| 91.67 .000| 121.67 .00002159> 1.83 .000| 31.83 .017| 61.83 .003| 91.83 .000| 121.83 .00002160> 2.00 .000| 32.00 .017| 62.00 .003| 92.00 .000| 122.00 .000

(C:\...PG4.out)


02161> 2.17 .000| 32.17 .016| 62.17 .002| 92.17 .000| 122.17 .00002162> 2.33 .000| 32.33 .016| 62.33 .002| 92.33 .000| 122.33 .00002163> 2.50 .000| 32.50 .016| 62.50 .002| 92.50 .000| 122.50 .00002164> 2.67 .000| 32.67 .016| 62.67 .002| 92.67 .000| 122.67 .00002165> 2.83 .000| 32.83 .016| 62.83 .002| 92.83 .000| 122.83 .00002166> 3.00 .000| 33.00 .016| 63.00 .002| 93.00 .000| 123.00 .00002167> 3.17 .000| 33.17 .015| 63.17 .002| 93.17 .000| 123.17 .00002168> 3.33 .000| 33.33 .015| 63.33 .002| 93.33 .000| 123.33 .00002169> 3.50 .000| 33.50 .015| 63.50 .002| 93.50 .000| 123.50 .00002170> 3.67 .000| 33.67 .015| 63.67 .002| 93.67 .000| 123.67 .00002171> 3.83 .001| 33.83 .015| 63.83 .002| 93.83 .000| 123.83 .00002172> 4.00 .001| 34.00 .015| 64.00 .002| 94.00 .000| 124.00 .00002173> 4.17 .001| 34.17 .014| 64.17 .002| 94.17 .000| 124.17 .00002174> 4.33 .001| 34.33 .014| 64.33 .002| 94.33 .000| 124.33 .00002175> 4.50 .001| 34.50 .014| 64.50 .002| 94.50 .000| 124.50 .00002176> 4.67 .001| 34.67 .014| 64.67 .002| 94.67 .000| 124.67 .00002177> 4.83 .001| 34.83 .014| 64.83 .002| 94.83 .000| 124.83 .00002178> 5.00 .001| 35.00 .014| 65.00 .002| 95.00 .000| 125.00 .00002179> 5.17 .001| 35.17 .014| 65.17 .002| 95.17 .000| 125.17 .00002180> 5.33 .002| 35.33 .013| 65.33 .002| 95.33 .000| 125.33 .00002181> 5.50 .002| 35.50 .013| 65.50 .002| 95.50 .000| 125.50 .00002182> 5.67 .002| 35.67 .013| 65.67 .002| 95.67 .000| 125.67 .00002183> 5.83 .002| 35.83 .013| 65.83 .002| 95.83 .000| 125.83 .00002184> 6.00 .002| 36.00 .013| 66.00 .002| 96.00 .000| 126.00 .00002185> 6.17 .002| 36.17 .013| 66.17 .002| 96.17 .000| 126.17 .00002186> 6.33 .002| 36.33 .013| 66.33 .002| 96.33 .000| 126.33 .00002187> 6.50 .003| 36.50 .012| 66.50 .002| 96.50 .000| 126.50 .00002188> 6.67 .003| 36.67 .012| 66.67 .002| 96.67 .000| 126.67 .00002189> 6.83 .003| 36.83 .012| 66.83 .002| 96.83 .000| 126.83 .00002190> 7.00 .003| 37.00 .012| 67.00 .002| 97.00 .000| 127.00 .00002191> 7.17 .003| 37.17 .012| 67.17 .002| 97.17 .000| 127.17 .00002192> 7.33 .003| 37.33 .012| 67.33 .002| 97.33 .000| 127.33 .00002193> 7.50 .004| 37.50 .012| 67.50 .002| 97.50 .000| 127.50 .00002194> 7.67 .004| 37.67 .012| 67.67 .002| 97.67 .000| 127.67 .00002195> 7.83 .004| 37.83 .011| 67.83 .002| 97.83 .000| 127.83 .00002196> 8.00 .004| 38.00 .011| 68.00 .002| 98.00 .000| 128.00 .00002197> 8.17 .004| 38.17 .011| 68.17 .002| 98.17 .000| 128.17 .00002198> 8.33 .004| 38.33 .011| 68.33 .002| 98.33 .000| 128.33 .00002199> 8.50 .005| 38.50 .011| 68.50 .002| 98.50 .000| 128.50 .00002200> 8.67 .005| 38.67 .011| 68.67 .002| 98.67 .000| 128.67 .00002201> 8.83 .005| 38.83 .011| 68.83 .002| 98.83 .000| 128.83 .00002202> 9.00 .005| 39.00 .011| 69.00 .002| 99.00 .000| 129.00 .00002203> 9.17 .006| 39.17 .011| 69.17 .002| 99.17 .000| 129.17 .00002204> 9.33 .006| 39.33 .010| 69.33 .002| 99.33 .000| 129.33 .00002205> 9.50 .006| 39.50 .010| 69.50 .002| 99.50 .000| 129.50 .00002206> 9.67 .006| 39.67 .010| 69.67 .002| 99.67 .000| 129.67 .00002207> 9.83 .007| 39.83 .010| 69.83 .002| 99.83 .000| 129.83 .00002208> 10.00 .007| 40.00 .010| 70.00 .002| 100.00 .000| 130.00 .00002209> 10.17 .007| 40.17 .010| 70.17 .001| 100.17 .000| 130.17 .00002210> 10.33 .008| 40.33 .010| 70.33 .001| 100.33 .000| 130.33 .00002211> 10.50 .008| 40.50 .010| 70.50 .001| 100.50 .000| 130.50 .00002212> 10.67 .009| 40.67 .010| 70.67 .001| 100.67 .000| 130.67 .00002213> 10.83 .009| 40.83 .009| 70.83 .001| 100.83 .000| 130.83 .00002214> 11.00 .010| 41.00 .009| 71.00 .001| 101.00 .000| 131.00 .00002215> 11.17 .011| 41.17 .009| 71.17 .001| 101.17 .000| 131.17 .00002216> 11.33 .013| 41.33 .009| 71.33 .001| 101.33 .000| 131.33 .00002217> 11.50 .017| 41.50 .009| 71.50 .001| 101.50 .000| 131.50 .00002218> 11.67 .022| 41.67 .009| 71.67 .001| 101.67 .000| 131.67 .00002219> 11.83 .027| 41.83 .009| 71.83 .001| 101.83 .000| 131.83 .00002220> 12.00 .080| 42.00 .009| 72.00 .001| 102.00 .000| 132.00 .00002221> 12.17 .116| 42.17 .009| 72.17 .001| 102.17 .000| 132.17 .00002222> 12.33 .135| 42.33 .009| 72.33 .001| 102.33 .000| 132.33 .00002223> 12.50 .147| 42.50 .009| 72.50 .001| 102.50 .000| 132.50 .00002224> 12.67 .155| 42.67 .008| 72.67 .001| 102.67 .000| 132.67 .00002225> 12.83 .160| 42.83 .008| 72.83 .001| 102.83 .000| 132.83 .00002226> 13.00 .164| 43.00 .008| 73.00 .001| 103.00 .000| 133.00 .00002227> 13.17 .167| 43.17 .008| 73.17 .001| 103.17 .000| 133.17 .00002228> 13.33 .166| 43.33 .008| 73.33 .001| 103.33 .000| 133.33 .00002229> 13.50 .164| 43.50 .008| 73.50 .001| 103.50 .000| 133.50 .00002230> 13.67 .161| 43.67 .008| 73.67 .001| 103.67 .000| 133.67 .00002231> 13.83 .157| 43.83 .008| 73.83 .001| 103.83 .000| 133.83 .00002232> 14.00 .153| 44.00 .008| 74.00 .001| 104.00 .000| 134.00 .00002233> 14.17 .149| 44.17 .008| 74.17 .001| 104.17 .000| 134.17 .00002234> 14.33 .144| 44.33 .008| 74.33 .001| 104.33 .000| 134.33 .00002235> 14.50 .139| 44.50 .008| 74.50 .001| 104.50 .000| 134.50 .00002236> 14.67 .134| 44.67 .007| 74.67 .001| 104.67 .000| 134.67 .00002237> 14.83 .129| 44.83 .007| 74.83 .001| 104.83 .000| 134.83 .00002238> 15.00 .125| 45.00 .007| 75.00 .001| 105.00 .000| 135.00 .00002239> 15.17 .120| 45.17 .007| 75.17 .001| 105.17 .000| 135.17 .00002240> 15.33 .116| 45.33 .007| 75.33 .001| 105.33 .000| 135.33 .00002241> 15.50 .112| 45.50 .007| 75.50 .001| 105.50 .000| 135.50 .00002242> 15.67 .108| 45.67 .007| 75.67 .001| 105.67 .000| 135.67 .00002243> 15.83 .105| 45.83 .007| 75.83 .001| 105.83 .000| 135.83 .00002244> 16.00 .101| 46.00 .007| 76.00 .001| 106.00 .000| 136.00 .00002245> 16.17 .098| 46.17 .007| 76.17 .001| 106.17 .000| 136.17 .00002246> 16.33 .095| 46.33 .007| 76.33 .001| 106.33 .000| 136.33 .00002247> 16.50 .090| 46.50 .007| 76.50 .001| 106.50 .000| 136.50 .00002248> 16.67 .084| 46.67 .007| 76.67 .001| 106.67 .000| 136.67 .00002249> 16.83 .079| 46.83 .007| 76.83 .001| 106.83 .000| 136.83 .00002250> 17.00 .074| 47.00 .006| 77.00 .001| 107.00 .000| 137.00 .00002251> 17.17 .070| 47.17 .006| 77.17 .001| 107.17 .000| 137.17 .00002252> 17.33 .066| 47.33 .006| 77.33 .001| 107.33 .000| 137.33 .00002253> 17.50 .062| 47.50 .006| 77.50 .001| 107.50 .000| 137.50 .00002254> 17.67 .059| 47.67 .006| 77.67 .001| 107.67 .000| 137.67 .00002255> 17.83 .057| 47.83 .006| 77.83 .001| 107.83 .000| 137.83 .00002256> 18.00 .054| 48.00 .006| 78.00 .001| 108.00 .000| 138.00 .00002257> 18.17 .052| 48.17 .006| 78.17 .001| 108.17 .000| 138.17 .00002258> 18.33 .050| 48.33 .006| 78.33 .001| 108.33 .000| 138.33 .00002259> 18.50 .048| 48.50 .006| 78.50 .001| 108.50 .000| 138.50 .00002260> 18.67 .047| 48.67 .006| 78.67 .001| 108.67 .000| 138.67 .00002261> 18.83 .045| 48.83 .006| 78.83 .001| 108.83 .000| 138.83 .00002262> 19.00 .044| 49.00 .006| 79.00 .001| 109.00 .000| 139.00 .00002263> 19.17 .043| 49.17 .006| 79.17 .001| 109.17 .000| 139.17 .00002264> 19.33 .041| 49.33 .006| 79.33 .001| 109.33 .000| 139.33 .00002265> 19.50 .039| 49.50 .005| 79.50 .001| 109.50 .000| 139.50 .00002266> 19.67 .037| 49.67 .005| 79.67 .001| 109.67 .000| 139.67 .00002267> 19.83 .035| 49.83 .005| 79.83 .001| 109.83 .000| 139.83 .00002268> 20.00 .033| 50.00 .005| 80.00 .001| 110.00 .000| 140.00 .00002269> 20.17 .032| 50.17 .005| 80.17 .001| 110.17 .000| 140.17 .00002270> 20.33 .030| 50.33 .005| 80.33 .001| 110.33 .000| 140.33 .00002271> 20.50 .029| 50.50 .005| 80.50 .001| 110.50 .000| 140.50 .00002272> 20.67 .028| 50.67 .005| 80.67 .001| 110.67 .000| 140.67 .00002273> 20.83 .028| 50.83 .005| 80.83 .001| 110.83 .000| 140.83 .00002274> 21.00 .028| 51.00 .005| 81.00 .001| 111.00 .000| 141.00 .00002275> 21.17 .028| 51.17 .005| 81.17 .001| 111.17 .000| 141.17 .00002276> 21.33 .028| 51.33 .005| 81.33 .001| 111.33 .000| 141.33 .00002277> 21.50 .028| 51.50 .005| 81.50 .001| 111.50 .000| 141.50 .00002278> 21.67 .028| 51.67 .005| 81.67 .001| 111.67 .000| 141.67 .00002279> 21.83 .028| 51.83 .005| 81.83 .001| 111.83 .000| 141.83 .00002280> 22.00 .028| 52.00 .005| 82.00 .001| 112.00 .000| 142.00 .00002281> 22.17 .028| 52.17 .005| 82.17 .001| 112.17 .000| 142.17 .00002282> 22.33 .028| 52.33 .005| 82.33 .001| 112.33 .000| 142.33 .00002283> 22.50 .028| 52.50 .005| 82.50 .001| 112.50 .000| 142.50 .00002284> 22.67 .028| 52.67 .005| 82.67 .001| 112.67 .000| 142.67 .00002285> 22.83 .028| 52.83 .004| 82.83 .001| 112.83 .000| 142.83 .00002286> 23.00 .028| 53.00 .004| 83.00 .001| 113.00 .000| 143.00 .00002287> 23.17 .027| 53.17 .004| 83.17 .001| 113.17 .000| 143.17 .00002288> 23.33 .027| 53.33 .004| 83.33 .001| 113.33 .000| 143.33 .00002289> 23.50 .027| 53.50 .004| 83.50 .001| 113.50 .000| 143.50 .00002290> 23.67 .027| 53.67 .004| 83.67 .001| 113.67 .000| 143.67 .00002291> 23.83 .027| 53.83 .004| 83.83 .001| 113.83 .000| 143.84 .00002292> 24.00 .027| 54.00 .004| 84.00 .001| 114.00 .000| 144.00 .00002293> 24.17 .027| 54.17 .004| 84.17 .001| 114.17 .000| 144.17 .00002294> 24.33 .027| 54.33 .004| 84.33 .001| 114.33 .000| 144.34 .00002295> 24.50 .026| 54.50 .004| 84.50 .001| 114.50 .000| 144.50 .000

02296> 24.67 .026| 54.67 .004| 84.67 .001| 114.67 .000| 144.67 .00002297> 24.83 .026| 54.83 .004| 84.83 .001| 114.83 .000| 144.84 .00002298> 25.00 .026| 55.00 .004| 85.00 .001| 115.00 .000| 145.00 .00002299> 25.17 .025| 55.17 .004| 85.17 .001| 115.17 .000| 145.17 .00002300> 25.33 .025| 55.33 .004| 85.33 .001| 115.33 .000| 145.34 .00002301> 25.50 .025| 55.50 .004| 85.50 .001| 115.50 .000| 145.50 .00002302> 25.67 .025| 55.67 .004| 85.67 .001| 115.67 .000| 145.67 .00002303> 25.83 .024| 55.83 .004| 85.83 .001| 115.83 .000| 145.84 .00002304> 26.00 .024| 56.00 .004| 86.00 .001| 116.00 .000| 146.00 .00002305> 26.17 .024| 56.17 .004| 86.17 .001| 116.17 .000| 146.17 .00002306> 26.33 .024| 56.33 .004| 86.33 .001| 116.33 .000| 146.34 .00002307> 26.50 .023| 56.50 .004| 86.50 .001| 116.50 .000| 146.50 .00002308> 26.67 .023| 56.67 .004| 86.67 .001| 116.67 .000| 146.67 .00002309> 26.83 .023| 56.83 .003| 86.83 .001| 116.83 .000| 146.84 .00002310> 27.00 .023| 57.00 .003| 87.00 .001| 117.00 .000| 147.00 .00002311> 27.17 .022| 57.17 .003| 87.17 .001| 117.17 .000| 147.17 .00002312> 27.33 .022| 57.33 .003| 87.33 .001| 117.33 .000| 147.34 .00002313> 27.50 .022| 57.50 .003| 87.50 .001| 117.50 .000| 147.50 .00002314> 27.67 .022| 57.67 .003| 87.67 .000| 117.67 .000| 147.67 .00002315> 27.83 .022| 57.83 .003| 87.83 .000| 117.83 .000| 147.84 .00002316> 28.00 .021| 58.00 .003| 88.00 .000| 118.00 .000| 148.00 .00002317> 28.17 .021| 58.17 .003| 88.17 .000| 118.17 .000| 148.17 .00002318> 28.33 .021| 58.33 .003| 88.33 .000| 118.33 .000| 148.34 .00002319> 28.50 .021| 58.50 .003| 88.50 .000| 118.50 .000| 148.50 .00002320> 28.67 .020| 58.67 .003| 88.67 .000| 118.67 .000| 148.67 .00002321> 28.83 .020| 58.83 .003| 88.83 .000| 118.83 .000| 148.84 .00002322> 29.00 .020| 59.00 .003| 89.00 .000| 119.00 .000| 149.00 .00002323> 29.17 .020| 59.17 .003| 89.17 .000| 119.17 .000| 149.17 .00002324> 29.33 .020| 59.33 .003| 89.33 .000| 119.33 .000| 149.34 .00002325> 29.50 .019| 59.50 .003| 89.50 .000| 119.50 .000| 149.50 .00002326> 29.67 .019| 59.67 .003| 89.67 .000| 119.67 .000| 149.67 .00002327> 29.83 .019| 59.83 .003| 89.83 .000| 119.83 .000|02328> --------------------------------------------------------------------------------02329> 003:0012------------------------------------------------------------------------02330> *South Pond to Wetland* 02331> * 02332> ----------------------02333> | CALIB STANDHYD | Area (ha)= 6.3702334> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0002335> ----------------------02336> IMPERVIOUS PERVIOUS (i)02337> Surface Area (ha)= 4.46 1.9102338> Dep. Storage (mm)= 2.00 5.0002339> Average Slope (%)= .50 2.0002340> Length (m)= 206.00 40.0002341> Mannings n = .015 .20002342> 02343> Max.eff.Inten.(mm/hr)= 27.72 25.6802344> over (min) 8.00 20.0002345> Storage Coeff. (min)= 8.83 (ii) 19.47 (ii)02346> Unit Hyd. Tpeak (min)= 8.00 20.0002347> Unit Hyd. peak (cms)= .13 .0602348> *TOTALS*02349> PEAK FLOW (cms)= .27 .11 .381 (iii)02350> TIME TO PEAK (hrs)= 12.00 12.10 12.00002351> RUNOFF VOLUME (mm)= 64.00 32.97 50.03702352> TOTAL RAINFALL (mm)= 66.00 66.00 66.00002353> RUNOFF COEFFICIENT = .97 .50 .75802354> 02355> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:02356> CN* = 75.0 Ia = Dep. Storage (Above)02357> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL02358> THAN THE STORAGE COEFFICIENT.02359> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02360> 02361> --------------------------------------------------------------------------------02362> 003:0013------------------------------------------------------------------------02363> *South Pond, Pond 2* 02364> ---------------------02365> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.02366> | IN>09:(203 ) |02367> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========02368> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE02369> (cms) (ha.m.) | (cms) (ha.m.)02370> .000 .0000E+00 | .183 .1775E+0002371> .019 .1115E+00 | .248 .2075E+0002372> .079 .1250E+00 | .351 .2500E+0002373> .143 .1575E+00 | .000 .0000E+0002374> 02375> ROUTING RESULTS AREA QPEAK TPEAK R.V.02376> -------------------- (ha) (cms) (hrs) (mm)02377> INFLOW >09: (203 ) 6.37 .381 12.000 50.03702378> OUTFLOW<07: (Pond2 ) 6.37 .141 12.667 50.03602379> OVERFLOW<10: (C1over) .00 .000 .000 .00002380> 02381> TOTAL NUMBER OF SIMULATED OVERFLOWS = 002382> CUMULATIVE TIME OF OVERFLOWS (hours)= .0002383> PERCENTAGE OF TIME OVERFLOWING (%)= .0002384> 02385> 02386> PEAK FLOW REDUCTION [Qout/Qin](%)= 37.04102387> TIME SHIFT OF PEAK FLOW (min)= 40.0002388> MAXIMUM STORAGE USED (ha.m.)=.1565E+0002389> 02390> --------------------------------------------------------------------------------02391> 003:0014------------------------------------------------------------------------02392> --------------------02393> | PRINT HYD | AREA (ha)= 6.37002394> | ID=07 (Pond2 ) | QPEAK (cms)= .141 (i)02395> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 12.66702396> -------------------- VOLUME (mm)= 50.03602397> 02398> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02399> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW02400> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms02401> .00 .000| 29.33 .013| 58.67 .002| 88.00 .000| 117.33 .00002402> .17 .000| 29.50 .013| 58.83 .002| 88.17 .000| 117.50 .00002403> .33 .000| 29.67 .012| 59.00 .002| 88.33 .000| 117.67 .00002404> .50 .000| 29.83 .012| 59.17 .002| 88.50 .000| 117.83 .00002405> .67 .000| 30.00 .012| 59.33 .002| 88.67 .000| 118.00 .00002406> .83 .000| 30.17 .012| 59.50 .002| 88.83 .000| 118.17 .00002407> 1.00 .000| 30.33 .012| 59.67 .002| 89.00 .000| 118.33 .00002408> 1.17 .000| 30.50 .012| 59.83 .002| 89.17 .000| 118.50 .00002409> 1.33 .000| 30.67 .012| 60.00 .002| 89.33 .000| 118.67 .00002410> 1.50 .000| 30.83 .012| 60.17 .002| 89.50 .000| 118.83 .00002411> 1.67 .000| 31.00 .012| 60.33 .002| 89.67 .000| 119.00 .00002412> 1.83 .000| 31.17 .011| 60.50 .002| 89.83 .000| 119.17 .00002413> 2.00 .000| 31.33 .011| 60.67 .002| 90.00 .000| 119.33 .00002414> 2.17 .000| 31.50 .011| 60.83 .002| 90.17 .000| 119.50 .00002415> 2.33 .000| 31.67 .011| 61.00 .002| 90.33 .000| 119.67 .00002416> 2.50 .000| 31.83 .011| 61.17 .002| 90.50 .000| 119.83 .00002417> 2.67 .000| 32.00 .011| 61.33 .002| 90.67 .000| 120.00 .00002418> 2.83 .000| 32.17 .011| 61.50 .002| 90.83 .000| 120.17 .00002419> 3.00 .000| 32.33 .011| 61.67 .002| 91.00 .000| 120.33 .00002420> 3.17 .000| 32.50 .011| 61.83 .002| 91.17 .000| 120.50 .00002421> 3.33 .000| 32.67 .010| 62.00 .002| 91.33 .000| 120.67 .00002422> 3.50 .000| 32.83 .010| 62.17 .002| 91.50 .000| 120.83 .00002423> 3.67 .000| 33.00 .010| 62.33 .002| 91.67 .000| 121.00 .00002424> 3.83 .000| 33.17 .010| 62.50 .002| 91.83 .000| 121.17 .00002425> 4.00 .001| 33.33 .010| 62.67 .002| 92.00 .000| 121.33 .00002426> 4.17 .001| 33.50 .010| 62.83 .002| 92.17 .000| 121.50 .00002427> 4.33 .001| 33.67 .010| 63.00 .002| 92.33 .000| 121.67 .00002428> 4.50 .001| 33.83 .010| 63.17 .002| 92.50 .000| 121.83 .00002429> 4.67 .001| 34.00 .010| 63.33 .002| 92.67 .000| 122.00 .00002430> 4.83 .001| 34.17 .009| 63.50 .002| 92.83 .000| 122.17 .000

(C:\...PG4.out)


02431> 5.00 .001| 34.33 .009| 63.67 .002| 93.00 .000| 122.33 .00002432> 5.17 .001| 34.50 .009| 63.83 .002| 93.17 .000| 122.50 .00002433> 5.33 .001| 34.67 .009| 64.00 .002| 93.33 .000| 122.67 .00002434> 5.50 .001| 34.83 .009| 64.17 .002| 93.50 .000| 122.83 .00002435> 5.67 .001| 35.00 .009| 64.33 .001| 93.67 .000| 123.00 .00002436> 5.83 .002| 35.17 .009| 64.50 .001| 93.83 .000| 123.17 .00002437> 6.00 .002| 35.33 .009| 64.67 .001| 94.00 .000| 123.33 .00002438> 6.17 .002| 35.50 .009| 64.83 .001| 94.17 .000| 123.50 .00002439> 6.33 .002| 35.67 .009| 65.00 .001| 94.33 .000| 123.67 .00002440> 6.50 .002| 35.83 .009| 65.17 .001| 94.50 .000| 123.83 .00002441> 6.67 .002| 36.00 .008| 65.33 .001| 94.67 .000| 124.00 .00002442> 6.83 .002| 36.17 .008| 65.50 .001| 94.83 .000| 124.17 .00002443> 7.00 .002| 36.33 .008| 65.67 .001| 95.00 .000| 124.33 .00002444> 7.17 .002| 36.50 .008| 65.83 .001| 95.17 .000| 124.50 .00002445> 7.33 .003| 36.67 .008| 66.00 .001| 95.33 .000| 124.67 .00002446> 7.50 .003| 36.83 .008| 66.17 .001| 95.50 .000| 124.83 .00002447> 7.67 .003| 37.00 .008| 66.33 .001| 95.67 .000| 125.00 .00002448> 7.83 .003| 37.17 .008| 66.50 .001| 95.83 .000| 125.17 .00002449> 8.00 .003| 37.33 .008| 66.67 .001| 96.00 .000| 125.33 .00002450> 8.17 .003| 37.50 .008| 66.83 .001| 96.17 .000| 125.50 .00002451> 8.33 .003| 37.67 .008| 67.00 .001| 96.33 .000| 125.67 .00002452> 8.50 .004| 37.83 .008| 67.17 .001| 96.50 .000| 125.83 .00002453> 8.67 .004| 38.00 .007| 67.33 .001| 96.67 .000| 126.00 .00002454> 8.83 .004| 38.17 .007| 67.50 .001| 96.83 .000| 126.17 .00002455> 9.00 .004| 38.33 .007| 67.67 .001| 97.00 .000| 126.33 .00002456> 9.17 .004| 38.50 .007| 67.83 .001| 97.17 .000| 126.50 .00002457> 9.33 .004| 38.67 .007| 68.00 .001| 97.33 .000| 126.67 .00002458> 9.50 .005| 38.83 .007| 68.17 .001| 97.50 .000| 126.83 .00002459> 9.67 .005| 39.00 .007| 68.33 .001| 97.67 .000| 127.00 .00002460> 9.83 .005| 39.17 .007| 68.50 .001| 97.83 .000| 127.17 .00002461> 10.00 .005| 39.33 .007| 68.67 .001| 98.00 .000| 127.33 .00002462> 10.17 .005| 39.50 .007| 68.83 .001| 98.17 .000| 127.50 .00002463> 10.33 .006| 39.67 .007| 69.00 .001| 98.33 .000| 127.67 .00002464> 10.50 .006| 39.83 .007| 69.17 .001| 98.50 .000| 127.83 .00002465> 10.67 .006| 40.00 .007| 69.33 .001| 98.67 .000| 128.00 .00002466> 10.83 .007| 40.17 .007| 69.50 .001| 98.83 .000| 128.17 .00002467> 11.00 .007| 40.33 .006| 69.67 .001| 99.00 .000| 128.33 .00002468> 11.17 .008| 40.50 .006| 69.83 .001| 99.17 .000| 128.50 .00002469> 11.33 .010| 40.67 .006| 70.00 .001| 99.33 .000| 128.67 .00002470> 11.50 .013| 40.83 .006| 70.17 .001| 99.50 .000| 128.83 .00002471> 11.67 .016| 41.00 .006| 70.33 .001| 99.67 .000| 129.00 .00002472> 11.83 .035| 41.17 .006| 70.50 .001| 99.83 .000| 129.17 .00002473> 12.00 .095| 41.33 .006| 70.67 .001| 100.00 .000| 129.33 .00002474> 12.17 .123| 41.50 .006| 70.83 .001| 100.17 .000| 129.50 .00002475> 12.33 .135| 41.67 .006| 71.00 .001| 100.33 .000| 129.67 .00002476> 12.50 .140| 41.83 .006| 71.17 .001| 100.50 .000| 129.83 .00002477> 12.67 .141| 42.00 .006| 71.33 .001| 100.67 .000| 130.00 .00002478> 12.83 .140| 42.17 .006| 71.50 .001| 100.83 .000| 130.17 .00002479> 13.00 .139| 42.33 .006| 71.67 .001| 101.00 .000| 130.33 .00002480> 13.17 .136| 42.50 .006| 71.83 .001| 101.17 .000| 130.50 .00002481> 13.33 .131| 42.67 .006| 72.00 .001| 101.33 .000| 130.67 .00002482> 13.50 .124| 42.83 .006| 72.17 .001| 101.50 .000| 130.83 .00002483> 13.67 .117| 43.00 .006| 72.33 .001| 101.67 .000| 131.00 .00002484> 13.83 .110| 43.17 .005| 72.50 .001| 101.83 .000| 131.17 .00002485> 14.00 .104| 43.33 .005| 72.67 .001| 102.00 .000| 131.33 .00002486> 14.17 .098| 43.50 .005| 72.83 .001| 102.17 .000| 131.50 .00002487> 14.33 .092| 43.67 .005| 73.00 .001| 102.33 .000| 131.67 .00002488> 14.50 .085| 43.83 .005| 73.17 .001| 102.50 .000| 131.83 .00002489> 14.67 .080| 44.00 .005| 73.33 .001| 102.67 .000| 132.00 .00002490> 14.83 .069| 44.17 .005| 73.50 .001| 102.83 .000| 132.17 .00002491> 15.00 .060| 44.33 .005| 73.67 .001| 103.00 .000| 132.33 .00002492> 15.17 .054| 44.50 .005| 73.83 .001| 103.17 .000| 132.50 .00002493> 15.33 .048| 44.67 .005| 74.00 .001| 103.33 .000| 132.67 .00002494> 15.50 .044| 44.83 .005| 74.17 .001| 103.50 .000| 132.83 .00002495> 15.67 .041| 45.00 .005| 74.33 .001| 103.67 .000| 133.00 .00002496> 15.83 .039| 45.17 .005| 74.50 .001| 103.83 .000| 133.17 .00002497> 16.00 .037| 45.33 .005| 74.67 .001| 104.00 .000| 133.33 .00002498> 16.17 .035| 45.50 .005| 74.83 .001| 104.17 .000| 133.50 .00002499> 16.33 .033| 45.67 .005| 75.00 .001| 104.33 .000| 133.67 .00002500> 16.50 .031| 45.83 .005| 75.17 .001| 104.50 .000| 133.83 .00002501> 16.67 .029| 46.00 .005| 75.33 .001| 104.67 .000| 134.00 .00002502> 16.83 .027| 46.17 .005| 75.50 .001| 104.83 .000| 134.17 .00002503> 17.00 .026| 46.33 .004| 75.67 .001| 105.00 .000| 134.33 .00002504> 17.17 .024| 46.50 .004| 75.83 .001| 105.17 .000| 134.50 .00002505> 17.33 .024| 46.67 .004| 76.00 .001| 105.33 .000| 134.67 .00002506> 17.50 .023| 46.83 .004| 76.17 .001| 105.50 .000| 134.83 .00002507> 17.67 .022| 47.00 .004| 76.33 .001| 105.67 .000| 135.00 .00002508> 17.83 .022| 47.17 .004| 76.50 .001| 105.83 .000| 135.17 .00002509> 18.00 .022| 47.33 .004| 76.67 .001| 106.00 .000| 135.33 .00002510> 18.17 .022| 47.50 .004| 76.83 .001| 106.17 .000| 135.50 .00002511> 18.33 .021| 47.67 .004| 77.00 .001| 106.33 .000| 135.67 .00002512> 18.50 .021| 47.83 .004| 77.17 .001| 106.50 .000| 135.83 .00002513> 18.67 .021| 48.00 .004| 77.33 .001| 106.67 .000| 136.00 .00002514> 18.83 .021| 48.17 .004| 77.50 .001| 106.83 .000| 136.17 .00002515> 19.00 .021| 48.33 .004| 77.67 .001| 107.00 .000| 136.33 .00002516> 19.17 .021| 48.50 .004| 77.83 .001| 107.17 .000| 136.50 .00002517> 19.33 .019| 48.67 .004| 78.00 .001| 107.33 .000| 136.67 .00002518> 19.50 .019| 48.83 .004| 78.17 .001| 107.50 .000| 136.83 .00002519> 19.67 .019| 49.00 .004| 78.33 .001| 107.67 .000| 137.00 .00002520> 19.83 .019| 49.17 .004| 78.50 .001| 107.83 .000| 137.17 .00002521> 20.00 .019| 49.33 .004| 78.67 .001| 108.00 .000| 137.33 .00002522> 20.17 .019| 49.50 .004| 78.83 .001| 108.17 .000| 137.50 .00002523> 20.33 .019| 49.67 .004| 79.00 .001| 108.33 .000| 137.67 .00002524> 20.50 .018| 49.83 .004| 79.17 .001| 108.50 .000| 137.83 .00002525> 20.67 .018| 50.00 .004| 79.33 .001| 108.67 .000| 138.00 .00002526> 20.83 .018| 50.17 .004| 79.50 .001| 108.83 .000| 138.17 .00002527> 21.00 .018| 50.33 .004| 79.67 .001| 109.00 .000| 138.33 .00002528> 21.17 .018| 50.50 .003| 79.83 .001| 109.17 .000| 138.50 .00002529> 21.33 .018| 50.67 .003| 80.00 .001| 109.33 .000| 138.67 .00002530> 21.50 .018| 50.83 .003| 80.17 .001| 109.50 .000| 138.83 .00002531> 21.67 .018| 51.00 .003| 80.33 .001| 109.67 .000| 139.00 .00002532> 21.83 .018| 51.17 .003| 80.50 .001| 109.83 .000| 139.17 .00002533> 22.00 .018| 51.33 .003| 80.67 .001| 110.00 .000| 139.33 .00002534> 22.17 .018| 51.50 .003| 80.83 .001| 110.17 .000| 139.50 .00002535> 22.33 .018| 51.67 .003| 81.00 .001| 110.33 .000| 139.67 .00002536> 22.50 .018| 51.83 .003| 81.17 .001| 110.50 .000| 139.83 .00002537> 22.67 .018| 52.00 .003| 81.33 .001| 110.67 .000| 140.00 .00002538> 22.83 .018| 52.17 .003| 81.50 .001| 110.83 .000| 140.17 .00002539> 23.00 .018| 52.33 .003| 81.67 .001| 111.00 .000| 140.33 .00002540> 23.17 .018| 52.50 .003| 81.83 .001| 111.17 .000| 140.50 .00002541> 23.33 .018| 52.67 .003| 82.00 .001| 111.33 .000| 140.67 .00002542> 23.50 .018| 52.83 .003| 82.17 .000| 111.50 .000| 140.83 .00002543> 23.67 .018| 53.00 .003| 82.33 .000| 111.67 .000| 141.00 .00002544> 23.83 .018| 53.17 .003| 82.50 .000| 111.83 .000| 141.17 .00002545> 24.00 .017| 53.33 .003| 82.67 .000| 112.00 .000| 141.33 .00002546> 24.17 .017| 53.50 .003| 82.83 .000| 112.17 .000| 141.50 .00002547> 24.33 .017| 53.67 .003| 83.00 .000| 112.33 .000| 141.67 .00002548> 24.50 .017| 53.83 .003| 83.17 .000| 112.50 .000| 141.83 .00002549> 24.67 .017| 54.00 .003| 83.33 .000| 112.67 .000| 142.00 .00002550> 24.83 .017| 54.17 .003| 83.50 .000| 112.83 .000| 142.17 .00002551> 25.00 .017| 54.33 .003| 83.67 .000| 113.00 .000| 142.33 .00002552> 25.17 .016| 54.50 .003| 83.83 .000| 113.17 .000| 142.50 .00002553> 25.33 .016| 54.67 .003| 84.00 .000| 113.33 .000| 142.67 .00002554> 25.50 .016| 54.83 .003| 84.17 .000| 113.50 .000| 142.83 .00002555> 25.67 .016| 55.00 .003| 84.33 .000| 113.67 .000| 143.00 .00002556> 25.83 .016| 55.17 .003| 84.50 .000| 113.83 .000| 143.17 .00002557> 26.00 .016| 55.33 .003| 84.67 .000| 114.00 .000| 143.33 .00002558> 26.17 .015| 55.50 .003| 84.83 .000| 114.17 .000| 143.50 .00002559> 26.33 .015| 55.67 .003| 85.00 .000| 114.33 .000| 143.67 .00002560> 26.50 .015| 55.83 .003| 85.17 .000| 114.50 .000| 143.84 .00002561> 26.67 .015| 56.00 .002| 85.33 .000| 114.67 .000| 144.00 .00002562> 26.83 .015| 56.17 .002| 85.50 .000| 114.83 .000| 144.17 .00002563> 27.00 .015| 56.33 .002| 85.67 .000| 115.00 .000| 144.34 .00002564> 27.17 .015| 56.50 .002| 85.83 .000| 115.17 .000| 144.50 .00002565> 27.33 .014| 56.67 .002| 86.00 .000| 115.33 .000| 144.67 .000

02566> 27.50 .014| 56.83 .002| 86.17 .000| 115.50 .000| 144.84 .00002567> 27.67 .014| 57.00 .002| 86.33 .000| 115.67 .000| 145.00 .00002568> 27.83 .014| 57.17 .002| 86.50 .000| 115.83 .000| 145.17 .00002569> 28.00 .014| 57.33 .002| 86.67 .000| 116.00 .000| 145.34 .00002570> 28.17 .014| 57.50 .002| 86.83 .000| 116.17 .000| 145.50 .00002571> 28.33 .014| 57.67 .002| 87.00 .000| 116.33 .000| 145.67 .00002572> 28.50 .013| 57.83 .002| 87.17 .000| 116.50 .000| 145.84 .00002573> 28.67 .013| 58.00 .002| 87.33 .000| 116.67 .000|02574> 28.83 .013| 58.17 .002| 87.50 .000| 116.83 .000|02575> 29.00 .013| 58.33 .002| 87.67 .000| 117.00 .000|02576> 29.17 .013| 58.50 .002| 87.83 .000| 117.17 .000|02577> --------------------------------------------------------------------------------02578> 003:0015------------------------------------------------------------------------02579> --------------------------------------------------------------------------------02580> 003:0002------------------------------------------------------------------------02581> --------------------------------------------------------------------------------02582> 003:0002------------------------------------------------------------------------02583> ** END OF RUN : 302584> 02585> *******************************************************************************02586> 02587> 02588> 02589> 02590> 02591> --------------------02592> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 02593> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 02594> TZERO = .00 hrs on 002595> METOUT= 2 (output = METRIC) 02596> NRUN = 00402597> NSTORM= 102598> # 1=10SCS24.stm 02599> --------------------------------------------------------------------------------02600> 004:0002------------------------------------------------------------------------02601> *#******************************************************************************02602> *# Project Name: [Paris Grand] Project Number: [PGD020165] 02603> *# Date : 09-27-2012 02604> *# Modeller : [L.Garner] 02605> *# Company : R.J. Burnside & Associates Ltd. 02606> *# License # : 3877524 02607> *#******************************************************************************02608> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 02609> --------------------------------------------------------------------------------02610> 004:0002------------------------------------------------------------------------02611> --------------------02612> | READ STORM | Filename: 10-Year SCS Type-II Storm Distribution (02613> | Ptotal= 75.60 mm| Comments: 10-Year SCS Type-II Storm Distribution (02614> --------------------02615> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN02616> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr02617> 1.00 .756 | 7.00 1.512 | 13.00 9.072 | 19.00 1.51202618> 2.00 .756 | 8.00 1.512 | 14.00 3.780 | 20.00 .75602619> 3.00 .756 | 9.00 2.268 | 15.00 2.268 | 21.00 .75602620> 4.00 1.512 | 10.00 2.268 | 16.00 2.268 | 22.00 1.51202621> 5.00 .756 | 11.00 3.780 | 17.00 1.512 | 23.00 .75602622> 6.00 1.512 | 12.00 31.752 | 18.00 1.512 | 24.00 .75602623> 02624> --------------------------------------------------------------------------------02625> 004:0003------------------------------------------------------------------------02626> * 02627> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 02628> * 02629> *East Side of Creek* 02630> * 02631> ----------------------02632> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0002633> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0002634> ---------------------- U.H. Tp(hrs)= .29002635> 02636> Unit Hyd Qpeak (cms)= 1.71402637> 02638> PEAK FLOW (cms)= .362 (i)02639> TIME TO PEAK (hrs)= 12.06702640> RUNOFF VOLUME (mm)= 22.69102641> TOTAL RAINFALL (mm)= 75.60002642> RUNOFF COEFFICIENT = .30002643> 02644> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02645> 02646> --------------------------------------------------------------------------------02647> 004:0004------------------------------------------------------------------------02648> *West Side of Creek* 02649> * 02650> ----------------------02651> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0002652> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0002653> ---------------------- U.H. Tp(hrs)= .16002654> 02655> Unit Hyd Qpeak (cms)= 1.63802656> 02657> PEAK FLOW (cms)= .213 (i)02658> TIME TO PEAK (hrs)= 12.00002659> RUNOFF VOLUME (mm)= 22.69102660> TOTAL RAINFALL (mm)= 75.60002661> RUNOFF COEFFICIENT = .30002662> 02663> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02664> 02665> --------------------------------------------------------------------------------02666> 004:0005------------------------------------------------------------------------02667> *Wetland* 02668> * 02669> ----------------------02670> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0002671> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0002672> ---------------------- U.H. Tp(hrs)= .24002673> 02674> Unit Hyd Qpeak (cms)= .99802675> 02676> PEAK FLOW (cms)= .183 (i)02677> TIME TO PEAK (hrs)= 12.06702678> RUNOFF VOLUME (mm)= 22.69102679> TOTAL RAINFALL (mm)= 75.60002680> RUNOFF COEFFICIENT = .30002681> 02682> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02683> 02684> --------------------------------------------------------------------------------02685> 004:0006------------------------------------------------------------------------02686> * 02687> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 02688> * 02689> *East Side of Creek* 02690> * 02691> ----------------------02692> | CALIB STANDHYD | Area (ha)= 21.4702693> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0002694> ----------------------02695> IMPERVIOUS PERVIOUS (i)02696> Surface Area (ha)= 12.24 9.2302697> Dep. Storage (mm)= 2.00 5.0002698> Average Slope (%)= .50 2.0002699> Length (m)= 378.00 40.0002700> Mannings n = .015 .200

LGarner

Text Box

10 YR

(C:\...PG4.out)


02701> 02702> Max.eff.Inten.(mm/hr)= 31.75 28.0702703> over (min) 12.00 22.0002704> Storage Coeff. (min)= 12.04 (ii) 22.30 (ii)02705> Unit Hyd. Tpeak (min)= 12.00 22.0002706> Unit Hyd. peak (cms)= .09 .0502707> *TOTALS*02708> PEAK FLOW (cms)= .75 .58 1.314 (iii)02709> TIME TO PEAK (hrs)= 12.00 12.13 12.03302710> RUNOFF VOLUME (mm)= 73.60 39.08 52.89102711> TOTAL RAINFALL (mm)= 75.60 75.60 75.60002712> RUNOFF COEFFICIENT = .97 .52 .70002713> 02714> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:02715> CN* = 75.0 Ia = Dep. Storage (Above)02716> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL02717> THAN THE STORAGE COEFFICIENT.02718> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02719> 02720> --------------------------------------------------------------------------------02721> 004:0007------------------------------------------------------------------------02722> *East Pond, Pond 1* 02723> ---------------------02724> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.02725> | IN>04:(201 ) |02726> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========02727> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE02728> (cms) (ha.m.) | (cms) (ha.m.)02729> .000 .0000E+00 | .362 .6000E+0002730> .053 .3059E+00 | .492 .7200E+0002731> .156 .3725E+00 | .697 .8900E+0002732> .283 .5170E+00 | .000 .0000E+0002733> 02734> ROUTING RESULTS AREA QPEAK TPEAK R.V.02735> -------------------- (ha) (cms) (hrs) (mm)02736> INFLOW >04: (201 ) 21.47 1.314 12.033 52.89102737> OUTFLOW<05: (Pond1 ) 21.47 .360 13.300 52.89002738> OVERFLOW<10: (C1over) .00 .000 .000 .00002739> 02740> TOTAL NUMBER OF SIMULATED OVERFLOWS = 002741> CUMULATIVE TIME OF OVERFLOWS (hours)= .0002742> PERCENTAGE OF TIME OVERFLOWING (%)= .0002743> 02744> 02745> PEAK FLOW REDUCTION [Qout/Qin](%)= 27.38702746> TIME SHIFT OF PEAK FLOW (min)= 76.0002747> MAXIMUM STORAGE USED (ha.m.)=.5978E+0002748> 02749> --------------------------------------------------------------------------------02750> 004:0008------------------------------------------------------------------------02751> --------------------02752> | PRINT HYD | AREA (ha)= 21.47002753> | ID=05 (Pond1 ) | QPEAK (cms)= .360 (i)02754> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.30002755> -------------------- VOLUME (mm)= 52.89002756> 02757> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02758> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW02759> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms02760> .00 .000| 32.50 .032| 65.00 .004| 97.50 .001| 130.00 .00002761> .17 .000| 32.67 .032| 65.17 .004| 97.67 .001| 130.17 .00002762> .33 .000| 32.83 .031| 65.33 .004| 97.83 .001| 130.33 .00002763> .50 .000| 33.00 .031| 65.50 .004| 98.00 .001| 130.50 .00002764> .67 .000| 33.17 .031| 65.67 .004| 98.17 .001| 130.67 .00002765> .83 .000| 33.33 .030| 65.83 .004| 98.33 .001| 130.83 .00002766> 1.00 .000| 33.50 .030| 66.00 .004| 98.50 .001| 131.00 .00002767> 1.17 .000| 33.67 .030| 66.17 .004| 98.67 .001| 131.17 .00002768> 1.33 .000| 33.83 .029| 66.33 .004| 98.83 .001| 131.33 .00002769> 1.50 .000| 34.00 .029| 66.50 .004| 99.00 .001| 131.50 .00002770> 1.67 .000| 34.17 .029| 66.67 .004| 99.17 .000| 131.67 .00002771> 1.83 .000| 34.33 .028| 66.83 .004| 99.33 .000| 131.83 .00002772> 2.00 .000| 34.50 .028| 67.00 .004| 99.50 .000| 132.00 .00002773> 2.17 .000| 34.67 .028| 67.17 .004| 99.67 .000| 132.17 .00002774> 2.33 .000| 34.83 .028| 67.33 .004| 99.83 .000| 132.33 .00002775> 2.50 .000| 35.00 .027| 67.50 .004| 100.00 .000| 132.50 .00002776> 2.67 .000| 35.17 .027| 67.67 .004| 100.17 .000| 132.67 .00002777> 2.83 .000| 35.33 .027| 67.83 .004| 100.33 .000| 132.83 .00002778> 3.00 .000| 35.50 .026| 68.00 .003| 100.50 .000| 133.00 .00002779> 3.17 .000| 35.67 .026| 68.17 .003| 100.67 .000| 133.17 .00002780> 3.33 .001| 35.83 .026| 68.33 .003| 100.83 .000| 133.33 .00002781> 3.50 .001| 36.00 .026| 68.50 .003| 101.00 .000| 133.50 .00002782> 3.67 .001| 36.17 .025| 68.67 .003| 101.17 .000| 133.67 .00002783> 3.83 .002| 36.33 .025| 68.83 .003| 101.33 .000| 133.83 .00002784> 4.00 .002| 36.50 .025| 69.00 .003| 101.50 .000| 134.00 .00002785> 4.17 .002| 36.67 .025| 69.17 .003| 101.67 .000| 134.17 .00002786> 4.33 .003| 36.83 .024| 69.33 .003| 101.83 .000| 134.33 .00002787> 4.50 .003| 37.00 .024| 69.50 .003| 102.00 .000| 134.50 .00002788> 4.67 .003| 37.17 .024| 69.67 .003| 102.17 .000| 134.67 .00002789> 4.83 .003| 37.33 .024| 69.83 .003| 102.33 .000| 134.83 .00002790> 5.00 .003| 37.50 .023| 70.00 .003| 102.50 .000| 135.00 .00002791> 5.17 .003| 37.67 .023| 70.17 .003| 102.67 .000| 135.17 .00002792> 5.33 .004| 37.83 .023| 70.33 .003| 102.83 .000| 135.33 .00002793> 5.50 .004| 38.00 .023| 70.50 .003| 103.00 .000| 135.50 .00002794> 5.67 .004| 38.17 .022| 70.67 .003| 103.17 .000| 135.67 .00002795> 5.83 .005| 38.33 .022| 70.83 .003| 103.33 .000| 135.83 .00002796> 6.00 .005| 38.50 .022| 71.00 .003| 103.50 .000| 136.00 .00002797> 6.17 .005| 38.67 .022| 71.17 .003| 103.67 .000| 136.17 .00002798> 6.33 .006| 38.83 .021| 71.33 .003| 103.83 .000| 136.33 .00002799> 6.50 .006| 39.00 .021| 71.50 .003| 104.00 .000| 136.50 .00002800> 6.67 .006| 39.17 .021| 71.67 .003| 104.17 .000| 136.67 .00002801> 6.83 .007| 39.33 .021| 71.83 .003| 104.33 .000| 136.83 .00002802> 7.00 .007| 39.50 .021| 72.00 .003| 104.50 .000| 137.00 .00002803> 7.17 .007| 39.67 .020| 72.17 .003| 104.67 .000| 137.17 .00002804> 7.33 .008| 39.83 .020| 72.33 .003| 104.83 .000| 137.33 .00002805> 7.50 .008| 40.00 .020| 72.50 .003| 105.00 .000| 137.50 .00002806> 7.67 .009| 40.17 .020| 72.67 .003| 105.17 .000| 137.67 .00002807> 7.83 .009| 40.33 .020| 72.83 .003| 105.33 .000| 137.83 .00002808> 8.00 .009| 40.50 .019| 73.00 .003| 105.50 .000| 138.00 .00002809> 8.17 .010| 40.67 .019| 73.17 .003| 105.67 .000| 138.17 .00002810> 8.33 .010| 40.83 .019| 73.33 .002| 105.83 .000| 138.33 .00002811> 8.50 .011| 41.00 .019| 73.50 .002| 106.00 .000| 138.50 .00002812> 8.67 .011| 41.17 .019| 73.67 .002| 106.17 .000| 138.67 .00002813> 8.83 .012| 41.33 .018| 73.83 .002| 106.33 .000| 138.83 .00002814> 9.00 .012| 41.50 .018| 74.00 .002| 106.50 .000| 139.00 .00002815> 9.17 .013| 41.67 .018| 74.17 .002| 106.67 .000| 139.17 .00002816> 9.33 .013| 41.83 .018| 74.33 .002| 106.83 .000| 139.33 .00002817> 9.50 .014| 42.00 .018| 74.50 .002| 107.00 .000| 139.50 .00002818> 9.67 .015| 42.17 .017| 74.67 .002| 107.17 .000| 139.67 .00002819> 9.83 .015| 42.33 .017| 74.83 .002| 107.33 .000| 139.83 .00002820> 10.00 .016| 42.50 .017| 75.00 .002| 107.50 .000| 140.00 .00002821> 10.17 .016| 42.67 .017| 75.17 .002| 107.67 .000| 140.17 .00002822> 10.33 .017| 42.83 .017| 75.33 .002| 107.83 .000| 140.33 .00002823> 10.50 .018| 43.00 .017| 75.50 .002| 108.00 .000| 140.50 .00002824> 10.67 .019| 43.17 .016| 75.67 .002| 108.17 .000| 140.67 .00002825> 10.83 .020| 43.33 .016| 75.83 .002| 108.33 .000| 140.83 .00002826> 11.00 .021| 43.50 .016| 76.00 .002| 108.50 .000| 141.00 .00002827> 11.17 .023| 43.67 .016| 76.17 .002| 108.67 .000| 141.17 .00002828> 11.33 .029| 43.83 .016| 76.33 .002| 108.83 .000| 141.33 .00002829> 11.50 .037| 44.00 .016| 76.50 .002| 109.00 .000| 141.50 .00002830> 11.67 .048| 44.17 .015| 76.67 .002| 109.17 .000| 141.67 .00002831> 11.83 .107| 44.33 .015| 76.83 .002| 109.33 .000| 141.83 .00002832> 12.00 .187| 44.50 .015| 77.00 .002| 109.50 .000| 142.00 .00002833> 12.17 .243| 44.67 .015| 77.17 .002| 109.67 .000| 142.17 .00002834> 12.33 .284| 44.83 .015| 77.33 .002| 109.83 .000| 142.33 .00002835> 12.50 .312| 45.00 .015| 77.50 .002| 110.00 .000| 142.50 .000

02836> 12.67 .330| 45.17 .014| 77.67 .002| 110.17 .000| 142.67 .00002837> 12.83 .342| 45.33 .014| 77.83 .002| 110.33 .000| 142.83 .00002838> 13.00 .352| 45.50 .014| 78.00 .002| 110.50 .000| 143.00 .00002839> 13.17 .358| 45.67 .014| 78.17 .002| 110.67 .000| 143.17 .00002840> 13.33 .360| 45.83 .014| 78.33 .002| 110.83 .000| 143.33 .00002841> 13.50 .357| 46.00 .014| 78.50 .002| 111.00 .000| 143.50 .00002842> 13.67 .351| 46.17 .014| 78.67 .002| 111.17 .000| 143.67 .00002843> 13.83 .345| 46.33 .013| 78.83 .002| 111.33 .000| 143.84 .00002844> 14.00 .337| 46.50 .013| 79.00 .002| 111.50 .000| 144.00 .00002845> 14.17 .330| 46.67 .013| 79.17 .002| 111.67 .000| 144.17 .00002846> 14.33 .321| 46.83 .013| 79.33 .002| 111.83 .000| 144.34 .00002847> 14.50 .312| 47.00 .013| 79.50 .002| 112.00 .000| 144.50 .00002848> 14.67 .302| 47.17 .013| 79.67 .002| 112.17 .000| 144.67 .00002849> 14.83 .292| 47.33 .013| 79.83 .002| 112.33 .000| 144.84 .00002850> 15.00 .283| 47.50 .012| 80.00 .002| 112.50 .000| 145.00 .00002851> 15.17 .274| 47.67 .012| 80.17 .002| 112.67 .000| 145.17 .00002852> 15.33 .266| 47.83 .012| 80.33 .002| 112.83 .000| 145.34 .00002853> 15.50 .259| 48.00 .012| 80.50 .002| 113.00 .000| 145.50 .00002854> 15.67 .251| 48.17 .012| 80.67 .002| 113.17 .000| 145.67 .00002855> 15.83 .244| 48.33 .012| 80.83 .002| 113.33 .000| 145.84 .00002856> 16.00 .238| 48.50 .012| 81.00 .002| 113.50 .000| 146.00 .00002857> 16.17 .231| 48.67 .012| 81.17 .002| 113.67 .000| 146.17 .00002858> 16.33 .225| 48.83 .011| 81.33 .002| 113.83 .000| 146.34 .00002859> 16.50 .218| 49.00 .011| 81.50 .001| 114.00 .000| 146.50 .00002860> 16.67 .211| 49.17 .011| 81.67 .001| 114.17 .000| 146.67 .00002861> 16.83 .205| 49.33 .011| 81.83 .001| 114.33 .000| 146.84 .00002862> 17.00 .198| 49.50 .011| 82.00 .001| 114.50 .000| 147.00 .00002863> 17.17 .192| 49.67 .011| 82.17 .001| 114.67 .000| 147.17 .00002864> 17.33 .186| 49.83 .011| 82.33 .001| 114.83 .000| 147.34 .00002865> 17.50 .181| 50.00 .011| 82.50 .001| 115.00 .000| 147.50 .00002866> 17.67 .176| 50.17 .011| 82.67 .001| 115.17 .000| 147.67 .00002867> 17.83 .170| 50.33 .010| 82.83 .001| 115.33 .000| 147.84 .00002868> 18.00 .166| 50.50 .010| 83.00 .001| 115.50 .000| 148.00 .00002869> 18.17 .161| 50.67 .010| 83.17 .001| 115.67 .000| 148.17 .00002870> 18.33 .157| 50.83 .010| 83.33 .001| 115.83 .000| 148.34 .00002871> 18.50 .151| 51.00 .010| 83.50 .001| 116.00 .000| 148.50 .00002872> 18.67 .144| 51.17 .010| 83.67 .001| 116.17 .000| 148.67 .00002873> 18.83 .138| 51.33 .010| 83.83 .001| 116.33 .000| 148.84 .00002874> 19.00 .133| 51.50 .010| 84.00 .001| 116.50 .000| 149.00 .00002875> 19.17 .128| 51.67 .010| 84.17 .001| 116.67 .000| 149.17 .00002876> 19.33 .122| 51.83 .010| 84.33 .001| 116.83 .000| 149.34 .00002877> 19.50 .116| 52.00 .009| 84.50 .001| 117.00 .000| 149.50 .00002878> 19.67 .110| 52.17 .009| 84.67 .001| 117.17 .000| 149.67 .00002879> 19.83 .104| 52.33 .009| 84.83 .001| 117.33 .000| 149.84 .00002880> 20.00 .099| 52.50 .009| 85.00 .001| 117.50 .000| 150.00 .00002881> 20.17 .094| 52.67 .009| 85.17 .001| 117.67 .000| 150.17 .00002882> 20.33 .089| 52.83 .009| 85.33 .001| 117.83 .000| 150.34 .00002883> 20.50 .085| 53.00 .009| 85.50 .001| 118.00 .000| 150.50 .00002884> 20.67 .081| 53.17 .009| 85.67 .001| 118.17 .000| 150.67 .00002885> 20.83 .077| 53.33 .009| 85.83 .001| 118.33 .000| 150.84 .00002886> 21.00 .074| 53.50 .009| 86.00 .001| 118.50 .000| 151.00 .00002887> 21.17 .071| 53.67 .009| 86.17 .001| 118.67 .000| 151.17 .00002888> 21.33 .069| 53.83 .008| 86.33 .001| 118.83 .000| 151.34 .00002889> 21.50 .069| 54.00 .008| 86.50 .001| 119.00 .000| 151.50 .00002890> 21.67 .069| 54.17 .008| 86.67 .001| 119.17 .000| 151.67 .00002891> 21.83 .069| 54.33 .008| 86.83 .001| 119.33 .000| 151.84 .00002892> 22.00 .070| 54.50 .008| 87.00 .001| 119.50 .000| 152.00 .00002893> 22.17 .070| 54.67 .008| 87.17 .001| 119.67 .000| 152.17 .00002894> 22.33 .069| 54.83 .008| 87.33 .001| 119.83 .000| 152.34 .00002895> 22.50 .068| 55.00 .008| 87.50 .001| 120.00 .000| 152.50 .00002896> 22.67 .066| 55.17 .008| 87.67 .001| 120.17 .000| 152.67 .00002897> 22.83 .064| 55.33 .008| 87.83 .001| 120.33 .000| 152.84 .00002898> 23.00 .062| 55.50 .008| 88.00 .001| 120.50 .000| 153.00 .00002899> 23.17 .061| 55.67 .008| 88.17 .001| 120.67 .000| 153.17 .00002900> 23.33 .059| 55.83 .007| 88.33 .001| 120.83 .000| 153.34 .00002901> 23.50 .057| 56.00 .007| 88.50 .001| 121.00 .000| 153.50 .00002902> 23.67 .056| 56.17 .007| 88.67 .001| 121.17 .000| 153.67 .00002903> 23.83 .054| 56.33 .007| 88.83 .001| 121.33 .000| 153.84 .00002904> 24.00 .053| 56.50 .007| 89.00 .001| 121.50 .000| 154.00 .00002905> 24.17 .053| 56.67 .007| 89.17 .001| 121.67 .000| 154.17 .00002906> 24.33 .053| 56.83 .007| 89.33 .001| 121.83 .000| 154.34 .00002907> 24.50 .052| 57.00 .007| 89.50 .001| 122.00 .000| 154.50 .00002908> 24.67 .052| 57.17 .007| 89.67 .001| 122.17 .000| 154.67 .00002909> 24.83 .051| 57.33 .007| 89.83 .001| 122.33 .000| 154.84 .00002910> 25.00 .051| 57.50 .007| 90.00 .001| 122.50 .000| 155.00 .00002911> 25.17 .050| 57.67 .007| 90.17 .001| 122.67 .000| 155.17 .00002912> 25.33 .050| 57.83 .007| 90.33 .001| 122.83 .000| 155.34 .00002913> 25.50 .049| 58.00 .006| 90.50 .001| 123.00 .000| 155.50 .00002914> 25.67 .049| 58.17 .006| 90.67 .001| 123.17 .000| 155.67 .00002915> 25.83 .048| 58.33 .006| 90.83 .001| 123.33 .000| 155.84 .00002916> 26.00 .048| 58.50 .006| 91.00 .001| 123.50 .000| 156.00 .00002917> 26.17 .047| 58.67 .006| 91.17 .001| 123.67 .000| 156.17 .00002918> 26.33 .047| 58.83 .006| 91.33 .001| 123.83 .000| 156.34 .00002919> 26.50 .046| 59.00 .006| 91.50 .001| 124.00 .000| 156.50 .00002920> 26.67 .046| 59.17 .006| 91.67 .001| 124.17 .000| 156.67 .00002921> 26.83 .045| 59.33 .006| 91.83 .001| 124.33 .000| 156.84 .00002922> 27.00 .045| 59.50 .006| 92.00 .001| 124.50 .000| 157.00 .00002923> 27.17 .044| 59.67 .006| 92.17 .001| 124.67 .000| 157.17 .00002924> 27.33 .044| 59.83 .006| 92.33 .001| 124.83 .000| 157.34 .00002925> 27.50 .043| 60.00 .006| 92.50 .001| 125.00 .000| 157.50 .00002926> 27.67 .043| 60.17 .006| 92.67 .001| 125.17 .000| 157.67 .00002927> 27.83 .043| 60.33 .006| 92.83 .001| 125.33 .000| 157.84 .00002928> 28.00 .042| 60.50 .006| 93.00 .001| 125.50 .000| 158.00 .00002929> 28.17 .042| 60.67 .005| 93.17 .001| 125.67 .000| 158.17 .00002930> 28.33 .041| 60.83 .005| 93.33 .001| 125.83 .000| 158.34 .00002931> 28.50 .041| 61.00 .005| 93.50 .001| 126.00 .000| 158.50 .00002932> 28.67 .040| 61.17 .005| 93.67 .001| 126.17 .000| 158.67 .00002933> 28.83 .040| 61.33 .005| 93.83 .001| 126.33 .000| 158.84 .00002934> 29.00 .040| 61.50 .005| 94.00 .001| 126.50 .000| 159.01 .00002935> 29.17 .039| 61.67 .005| 94.17 .001| 126.67 .000| 159.17 .00002936> 29.33 .039| 61.83 .005| 94.33 .001| 126.83 .000| 159.34 .00002937> 29.50 .038| 62.00 .005| 94.50 .001| 127.00 .000| 159.51 .00002938> 29.67 .038| 62.17 .005| 94.67 .001| 127.17 .000| 159.67 .00002939> 29.83 .038| 62.33 .005| 94.83 .001| 127.33 .000| 159.84 .00002940> 30.00 .037| 62.50 .005| 95.00 .001| 127.50 .000| 160.01 .00002941> 30.17 .037| 62.67 .005| 95.17 .001| 127.67 .000| 160.17 .00002942> 30.33 .036| 62.83 .005| 95.33 .001| 127.83 .000| 160.34 .00002943> 30.50 .036| 63.00 .005| 95.50 .001| 128.00 .000| 160.51 .00002944> 30.67 .036| 63.17 .005| 95.67 .001| 128.17 .000| 160.67 .00002945> 30.83 .035| 63.33 .005| 95.83 .001| 128.33 .000| 160.84 .00002946> 31.00 .035| 63.50 .005| 96.00 .001| 128.50 .000| 161.01 .00002947> 31.17 .035| 63.67 .005| 96.17 .001| 128.67 .000| 161.17 .00002948> 31.33 .034| 63.83 .005| 96.33 .001| 128.83 .000| 161.34 .00002949> 31.50 .034| 64.00 .004| 96.50 .001| 129.00 .000| 161.51 .00002950> 31.67 .034| 64.17 .004| 96.67 .001| 129.17 .000| 161.67 .00002951> 31.83 .033| 64.33 .004| 96.83 .001| 129.33 .000|02952> 32.00 .033| 64.50 .004| 97.00 .001| 129.50 .000|02953> 32.17 .033| 64.67 .004| 97.17 .001| 129.67 .000|02954> 32.33 .032| 64.83 .004| 97.33 .001| 129.83 .000|02955> --------------------------------------------------------------------------------02956> 004:0009------------------------------------------------------------------------02957> *West Side of Gilbert Creek* 02958> * 02959> ----------------------02960> | CALIB STANDHYD | Area (ha)= 11.2302961> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0002962> ----------------------02963> IMPERVIOUS PERVIOUS (i)02964> Surface Area (ha)= 6.40 4.8302965> Dep. Storage (mm)= 2.00 5.0002966> Average Slope (%)= .50 2.0002967> Length (m)= 274.00 40.0002968> Mannings n = .015 .20002969> 02970> Max.eff.Inten.(mm/hr)= 31.75 28.25

(C:\...PG4.out)


02971> over (min) 10.00 20.0002972> Storage Coeff. (min)= 9.93 (ii) 20.16 (ii)02973> Unit Hyd. Tpeak (min)= 10.00 20.0002974> Unit Hyd. peak (cms)= .11 .0602975> *TOTALS*02976> PEAK FLOW (cms)= .39 .32 .703 (iii)02977> TIME TO PEAK (hrs)= 12.00 12.10 12.00002978> RUNOFF VOLUME (mm)= 73.60 39.08 52.89102979> TOTAL RAINFALL (mm)= 75.60 75.60 75.60002980> RUNOFF COEFFICIENT = .97 .52 .70002981> 02982> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:02983> CN* = 75.0 Ia = Dep. Storage (Above)02984> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL02985> THAN THE STORAGE COEFFICIENT.02986> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.02987> 02988> --------------------------------------------------------------------------------02989> 004:0010------------------------------------------------------------------------02990> *Wast Pond, Pond 3* 02991> ---------------------02992> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.02993> | IN>07:(202 ) |02994> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========02995> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE02996> (cms) (ha.m.) | (cms) (ha.m.)02997> .000 .0000E+00 | .213 .3050E+0002998> .028 .1600E+00 | .289 .3650E+0002999> .093 .1930E+00 | .407 .4450E+0003000> .168 .2625E+00 | .000 .0000E+0003001> 03002> ROUTING RESULTS AREA QPEAK TPEAK R.V.03003> -------------------- (ha) (cms) (hrs) (mm)03004> INFLOW >07: (202 ) 11.23 .703 12.000 52.89103005> OUTFLOW<08: (Pond3 ) 11.23 .210 13.167 52.89003006> OVERFLOW<10: (C1over) .00 .000 .000 .00003007> 03008> TOTAL NUMBER OF SIMULATED OVERFLOWS = 003009> CUMULATIVE TIME OF OVERFLOWS (hours)= .0003010> PERCENTAGE OF TIME OVERFLOWING (%)= .0003011> 03012> 03013> PEAK FLOW REDUCTION [Qout/Qin](%)= 29.88603014> TIME SHIFT OF PEAK FLOW (min)= 70.0003015> MAXIMUM STORAGE USED (ha.m.)=.3021E+0003016> 03017> --------------------------------------------------------------------------------03018> 004:0011------------------------------------------------------------------------03019> --------------------03020> | PRINT HYD | AREA (ha)= 11.23003021> | ID=08 (Pond3 ) | QPEAK (cms)= .210 (i)03022> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.16703023> -------------------- VOLUME (mm)= 52.89003024> 03025> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03026> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW03027> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms03028> .00 .000| 30.17 .019| 60.33 .003| 90.50 .000| 120.67 .00003029> .17 .000| 30.33 .019| 60.50 .003| 90.67 .000| 120.83 .00003030> .33 .000| 30.50 .019| 60.67 .003| 90.83 .000| 121.00 .00003031> .50 .000| 30.67 .019| 60.83 .003| 91.00 .000| 121.17 .00003032> .67 .000| 30.83 .018| 61.00 .003| 91.17 .000| 121.33 .00003033> .83 .000| 31.00 .018| 61.17 .003| 91.33 .000| 121.50 .00003034> 1.00 .000| 31.17 .018| 61.33 .003| 91.50 .000| 121.67 .00003035> 1.17 .000| 31.33 .018| 61.50 .003| 91.67 .000| 121.83 .00003036> 1.33 .000| 31.50 .018| 61.67 .003| 91.83 .000| 122.00 .00003037> 1.50 .000| 31.67 .017| 61.83 .003| 92.00 .000| 122.17 .00003038> 1.67 .000| 31.83 .017| 62.00 .003| 92.17 .000| 122.33 .00003039> 1.83 .000| 32.00 .017| 62.17 .003| 92.33 .000| 122.50 .00003040> 2.00 .000| 32.17 .017| 62.33 .003| 92.50 .000| 122.67 .00003041> 2.17 .000| 32.33 .017| 62.50 .002| 92.67 .000| 122.83 .00003042> 2.33 .000| 32.50 .017| 62.67 .002| 92.83 .000| 123.00 .00003043> 2.50 .000| 32.67 .016| 62.83 .002| 93.00 .000| 123.17 .00003044> 2.67 .000| 32.83 .016| 63.00 .002| 93.17 .000| 123.33 .00003045> 2.83 .000| 33.00 .016| 63.17 .002| 93.33 .000| 123.50 .00003046> 3.00 .000| 33.17 .016| 63.33 .002| 93.50 .000| 123.67 .00003047> 3.17 .000| 33.33 .016| 63.50 .002| 93.67 .000| 123.83 .00003048> 3.33 .000| 33.50 .015| 63.67 .002| 93.83 .000| 124.00 .00003049> 3.50 .001| 33.67 .015| 63.83 .002| 94.00 .000| 124.17 .00003050> 3.67 .001| 33.83 .015| 64.00 .002| 94.17 .000| 124.33 .00003051> 3.83 .001| 34.00 .015| 64.17 .002| 94.33 .000| 124.50 .00003052> 4.00 .001| 34.17 .015| 64.33 .002| 94.50 .000| 124.67 .00003053> 4.17 .001| 34.33 .015| 64.50 .002| 94.67 .000| 124.83 .00003054> 4.33 .001| 34.50 .015| 64.67 .002| 94.83 .000| 125.00 .00003055> 4.50 .001| 34.67 .014| 64.83 .002| 95.00 .000| 125.17 .00003056> 4.67 .002| 34.83 .014| 65.00 .002| 95.17 .000| 125.33 .00003057> 4.83 .002| 35.00 .014| 65.17 .002| 95.33 .000| 125.50 .00003058> 5.00 .002| 35.17 .014| 65.33 .002| 95.50 .000| 125.67 .00003059> 5.17 .002| 35.33 .014| 65.50 .002| 95.67 .000| 125.83 .00003060> 5.33 .002| 35.50 .014| 65.67 .002| 95.83 .000| 126.00 .00003061> 5.50 .002| 35.67 .014| 65.83 .002| 96.00 .000| 126.17 .00003062> 5.67 .002| 35.83 .013| 66.00 .002| 96.17 .000| 126.33 .00003063> 5.83 .003| 36.00 .013| 66.17 .002| 96.33 .000| 126.50 .00003064> 6.00 .003| 36.17 .013| 66.33 .002| 96.50 .000| 126.67 .00003065> 6.17 .003| 36.33 .013| 66.50 .002| 96.67 .000| 126.83 .00003066> 6.33 .003| 36.50 .013| 66.67 .002| 96.83 .000| 127.00 .00003067> 6.50 .003| 36.67 .013| 66.83 .002| 97.00 .000| 127.17 .00003068> 6.67 .003| 36.83 .013| 67.00 .002| 97.17 .000| 127.33 .00003069> 6.83 .004| 37.00 .012| 67.17 .002| 97.33 .000| 127.50 .00003070> 7.00 .004| 37.17 .012| 67.33 .002| 97.50 .000| 127.67 .00003071> 7.17 .004| 37.33 .012| 67.50 .002| 97.67 .000| 127.83 .00003072> 7.33 .004| 37.50 .012| 67.67 .002| 97.83 .000| 128.00 .00003073> 7.50 .004| 37.67 .012| 67.83 .002| 98.00 .000| 128.17 .00003074> 7.67 .005| 37.83 .012| 68.00 .002| 98.17 .000| 128.33 .00003075> 7.83 .005| 38.00 .012| 68.17 .002| 98.33 .000| 128.50 .00003076> 8.00 .005| 38.17 .012| 68.33 .002| 98.50 .000| 128.67 .00003077> 8.17 .005| 38.33 .011| 68.50 .002| 98.67 .000| 128.83 .00003078> 8.33 .005| 38.50 .011| 68.67 .002| 98.83 .000| 129.00 .00003079> 8.50 .006| 38.67 .011| 68.83 .002| 99.00 .000| 129.17 .00003080> 8.67 .006| 38.83 .011| 69.00 .002| 99.17 .000| 129.33 .00003081> 8.83 .006| 39.00 .011| 69.17 .002| 99.33 .000| 129.50 .00003082> 9.00 .007| 39.17 .011| 69.33 .002| 99.50 .000| 129.67 .00003083> 9.17 .007| 39.33 .011| 69.50 .002| 99.67 .000| 129.83 .00003084> 9.33 .007| 39.50 .011| 69.67 .002| 99.83 .000| 130.00 .00003085> 9.50 .008| 39.67 .011| 69.83 .002| 100.00 .000| 130.17 .00003086> 9.67 .008| 39.83 .010| 70.00 .002| 100.17 .000| 130.33 .00003087> 9.83 .008| 40.00 .010| 70.17 .002| 100.33 .000| 130.50 .00003088> 10.00 .008| 40.17 .010| 70.33 .002| 100.50 .000| 130.67 .00003089> 10.17 .009| 40.33 .010| 70.50 .002| 100.67 .000| 130.83 .00003090> 10.33 .009| 40.50 .010| 70.67 .001| 100.83 .000| 131.00 .00003091> 10.50 .010| 40.67 .010| 70.83 .001| 101.00 .000| 131.17 .00003092> 10.67 .010| 40.83 .010| 71.00 .001| 101.17 .000| 131.33 .00003093> 10.83 .011| 41.00 .010| 71.17 .001| 101.33 .000| 131.50 .00003094> 11.00 .012| 41.17 .010| 71.33 .001| 101.50 .000| 131.67 .00003095> 11.17 .013| 41.33 .009| 71.50 .001| 101.67 .000| 131.83 .00003096> 11.33 .016| 41.50 .009| 71.67 .001| 101.83 .000| 132.00 .00003097> 11.50 .021| 41.67 .009| 71.83 .001| 102.00 .000| 132.17 .00003098> 11.67 .027| 41.83 .009| 72.00 .001| 102.17 .000| 132.33 .00003099> 11.83 .083| 42.00 .009| 72.17 .001| 102.33 .000| 132.50 .00003100> 12.00 .125| 42.17 .009| 72.33 .001| 102.50 .000| 132.67 .00003101> 12.17 .159| 42.33 .009| 72.50 .001| 102.67 .000| 132.83 .00003102> 12.33 .180| 42.50 .009| 72.67 .001| 102.83 .000| 133.00 .00003103> 12.50 .193| 42.67 .009| 72.83 .001| 103.00 .000| 133.17 .00003104> 12.67 .200| 42.83 .009| 73.00 .001| 103.17 .000| 133.33 .00003105> 12.83 .205| 43.00 .009| 73.17 .001| 103.33 .000| 133.50 .000

03106> 13.00 .208| 43.17 .008| 73.33 .001| 103.50 .000| 133.67 .00003107> 13.17 .210| 43.33 .008| 73.50 .001| 103.67 .000| 133.83 .00003108> 13.33 .209| 43.50 .008| 73.67 .001| 103.83 .000| 134.00 .00003109> 13.50 .205| 43.67 .008| 73.83 .001| 104.00 .000| 134.17 .00003110> 13.67 .200| 43.83 .008| 74.00 .001| 104.17 .000| 134.33 .00003111> 13.83 .195| 44.00 .008| 74.17 .001| 104.33 .000| 134.50 .00003112> 14.00 .189| 44.17 .008| 74.33 .001| 104.50 .000| 134.67 .00003113> 14.17 .184| 44.33 .008| 74.50 .001| 104.67 .000| 134.83 .00003114> 14.33 .178| 44.50 .008| 74.67 .001| 104.83 .000| 135.00 .00003115> 14.50 .172| 44.67 .008| 74.83 .001| 105.00 .000| 135.17 .00003116> 14.67 .165| 44.83 .008| 75.00 .001| 105.17 .000| 135.33 .00003117> 14.83 .159| 45.00 .008| 75.17 .001| 105.33 .000| 135.50 .00003118> 15.00 .153| 45.17 .007| 75.33 .001| 105.50 .000| 135.67 .00003119> 15.17 .147| 45.33 .007| 75.50 .001| 105.67 .000| 135.83 .00003120> 15.33 .142| 45.50 .007| 75.67 .001| 105.83 .000| 136.00 .00003121> 15.50 .137| 45.67 .007| 75.83 .001| 106.00 .000| 136.17 .00003122> 15.67 .132| 45.83 .007| 76.00 .001| 106.17 .000| 136.33 .00003123> 15.83 .127| 46.00 .007| 76.17 .001| 106.33 .000| 136.50 .00003124> 16.00 .123| 46.17 .007| 76.33 .001| 106.50 .000| 136.67 .00003125> 16.17 .119| 46.33 .007| 76.50 .001| 106.67 .000| 136.83 .00003126> 16.33 .115| 46.50 .007| 76.67 .001| 106.83 .000| 137.00 .00003127> 16.50 .111| 46.67 .007| 76.83 .001| 107.00 .000| 137.17 .00003128> 16.67 .107| 46.83 .007| 77.00 .001| 107.17 .000| 137.33 .00003129> 16.83 .103| 47.00 .007| 77.17 .001| 107.33 .000| 137.50 .00003130> 17.00 .099| 47.17 .007| 77.33 .001| 107.50 .000| 137.67 .00003131> 17.17 .095| 47.33 .006| 77.50 .001| 107.67 .000| 137.83 .00003132> 17.33 .091| 47.50 .006| 77.67 .001| 107.83 .000| 138.00 .00003133> 17.50 .085| 47.67 .006| 77.83 .001| 108.00 .000| 138.17 .00003134> 17.67 .080| 47.83 .006| 78.00 .001| 108.17 .000| 138.33 .00003135> 17.83 .076| 48.00 .006| 78.17 .001| 108.33 .000| 138.50 .00003136> 18.00 .072| 48.17 .006| 78.33 .001| 108.50 .000| 138.67 .00003137> 18.17 .068| 48.33 .006| 78.50 .001| 108.67 .000| 138.83 .00003138> 18.33 .065| 48.50 .006| 78.67 .001| 108.83 .000| 139.00 .00003139> 18.50 .063| 48.67 .006| 78.83 .001| 109.00 .000| 139.17 .00003140> 18.67 .060| 48.83 .006| 79.00 .001| 109.17 .000| 139.33 .00003141> 18.83 .058| 49.00 .006| 79.17 .001| 109.33 .000| 139.50 .00003142> 19.00 .056| 49.17 .006| 79.33 .001| 109.50 .000| 139.67 .00003143> 19.17 .054| 49.33 .006| 79.50 .001| 109.67 .000| 139.83 .00003144> 19.33 .052| 49.50 .006| 79.67 .001| 109.83 .000| 140.00 .00003145> 19.50 .049| 49.67 .006| 79.83 .001| 110.00 .000| 140.17 .00003146> 19.67 .046| 49.83 .006| 80.00 .001| 110.17 .000| 140.33 .00003147> 19.83 .044| 50.00 .005| 80.17 .001| 110.33 .000| 140.50 .00003148> 20.00 .041| 50.17 .005| 80.33 .001| 110.50 .000| 140.67 .00003149> 20.17 .039| 50.33 .005| 80.50 .001| 110.67 .000| 140.83 .00003150> 20.33 .037| 50.50 .005| 80.67 .001| 110.83 .000| 141.00 .00003151> 20.50 .035| 50.67 .005| 80.83 .001| 111.00 .000| 141.17 .00003152> 20.67 .033| 50.83 .005| 81.00 .001| 111.17 .000| 141.33 .00003153> 20.83 .032| 51.00 .005| 81.17 .001| 111.33 .000| 141.50 .00003154> 21.00 .031| 51.17 .005| 81.33 .001| 111.50 .000| 141.67 .00003155> 21.17 .030| 51.33 .005| 81.50 .001| 111.67 .000| 141.83 .00003156> 21.33 .030| 51.50 .005| 81.67 .001| 111.83 .000| 142.00 .00003157> 21.50 .030| 51.67 .005| 81.83 .001| 112.00 .000| 142.17 .00003158> 21.67 .031| 51.83 .005| 82.00 .001| 112.17 .000| 142.33 .00003159> 21.83 .032| 52.00 .005| 82.17 .001| 112.33 .000| 142.50 .00003160> 22.00 .033| 52.17 .005| 82.33 .001| 112.50 .000| 142.67 .00003161> 22.17 .033| 52.33 .005| 82.50 .001| 112.67 .000| 142.83 .00003162> 22.33 .033| 52.50 .005| 82.67 .001| 112.83 .000| 143.00 .00003163> 22.50 .033| 52.67 .005| 82.83 .001| 113.00 .000| 143.17 .00003164> 22.67 .032| 52.83 .005| 83.00 .001| 113.17 .000| 143.33 .00003165> 22.83 .031| 53.00 .005| 83.17 .001| 113.33 .000| 143.50 .00003166> 23.00 .030| 53.17 .004| 83.33 .001| 113.50 .000| 143.67 .00003167> 23.17 .029| 53.33 .004| 83.50 .001| 113.67 .000| 143.84 .00003168> 23.33 .028| 53.50 .004| 83.67 .001| 113.83 .000| 144.00 .00003169> 23.50 .028| 53.67 .004| 83.83 .001| 114.00 .000| 144.17 .00003170> 23.67 .028| 53.83 .004| 84.00 .001| 114.17 .000| 144.34 .00003171> 23.83 .028| 54.00 .004| 84.17 .001| 114.33 .000| 144.50 .00003172> 24.00 .028| 54.17 .004| 84.33 .001| 114.50 .000| 144.67 .00003173> 24.17 .028| 54.33 .004| 84.50 .001| 114.67 .000| 144.84 .00003174> 24.33 .027| 54.50 .004| 84.67 .001| 114.83 .000| 145.00 .00003175> 24.50 .027| 54.67 .004| 84.83 .001| 115.00 .000| 145.17 .00003176> 24.67 .027| 54.83 .004| 85.00 .001| 115.17 .000| 145.34 .00003177> 24.83 .027| 55.00 .004| 85.17 .001| 115.33 .000| 145.50 .00003178> 25.00 .026| 55.17 .004| 85.33 .001| 115.50 .000| 145.67 .00003179> 25.17 .026| 55.33 .004| 85.50 .001| 115.67 .000| 145.84 .00003180> 25.33 .026| 55.50 .004| 85.67 .001| 115.83 .000| 146.00 .00003181> 25.50 .026| 55.67 .004| 85.83 .001| 116.00 .000| 146.17 .00003182> 25.67 .025| 55.83 .004| 86.00 .001| 116.17 .000| 146.34 .00003183> 25.83 .025| 56.00 .004| 86.17 .001| 116.33 .000| 146.50 .00003184> 26.00 .025| 56.17 .004| 86.33 .001| 116.50 .000| 146.67 .00003185> 26.17 .025| 56.33 .004| 86.50 .001| 116.67 .000| 146.84 .00003186> 26.33 .024| 56.50 .004| 86.67 .001| 116.83 .000| 147.00 .00003187> 26.50 .024| 56.67 .004| 86.83 .001| 117.00 .000| 147.17 .00003188> 26.67 .024| 56.83 .004| 87.00 .001| 117.17 .000| 147.34 .00003189> 26.83 .024| 57.00 .004| 87.17 .001| 117.33 .000| 147.50 .00003190> 27.00 .023| 57.17 .003| 87.33 .001| 117.50 .000| 147.67 .00003191> 27.17 .023| 57.33 .003| 87.50 .001| 117.67 .000| 147.84 .00003192> 27.33 .023| 57.50 .003| 87.67 .001| 117.83 .000| 148.00 .00003193> 27.50 .023| 57.67 .003| 87.83 .001| 118.00 .000| 148.17 .00003194> 27.67 .022| 57.83 .003| 88.00 .001| 118.17 .000| 148.34 .00003195> 27.83 .022| 58.00 .003| 88.17 .000| 118.33 .000| 148.50 .00003196> 28.00 .022| 58.17 .003| 88.33 .000| 118.50 .000| 148.67 .00003197> 28.17 .022| 58.33 .003| 88.50 .000| 118.67 .000| 148.84 .00003198> 28.33 .021| 58.50 .003| 88.67 .000| 118.83 .000| 149.00 .00003199> 28.50 .021| 58.67 .003| 88.83 .000| 119.00 .000| 149.17 .00003200> 28.67 .021| 58.83 .003| 89.00 .000| 119.17 .000| 149.34 .00003201> 28.83 .021| 59.00 .003| 89.17 .000| 119.33 .000| 149.50 .00003202> 29.00 .021| 59.17 .003| 89.33 .000| 119.50 .000| 149.67 .00003203> 29.17 .020| 59.33 .003| 89.50 .000| 119.67 .000| 149.84 .00003204> 29.33 .020| 59.50 .003| 89.67 .000| 119.83 .000| 150.00 .00003205> 29.50 .020| 59.67 .003| 89.83 .000| 120.00 .000|03206> 29.67 .020| 59.83 .003| 90.00 .000| 120.17 .000|03207> 29.83 .020| 60.00 .003| 90.17 .000| 120.33 .000|03208> 30.00 .019| 60.17 .003| 90.33 .000| 120.50 .000|03209> --------------------------------------------------------------------------------03210> 004:0012------------------------------------------------------------------------03211> *South Pond to Wetland* 03212> * 03213> ----------------------03214> | CALIB STANDHYD | Area (ha)= 6.3703215> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0003216> ----------------------03217> IMPERVIOUS PERVIOUS (i)03218> Surface Area (ha)= 4.46 1.9103219> Dep. Storage (mm)= 2.00 5.0003220> Average Slope (%)= .50 2.0003221> Length (m)= 206.00 40.0003222> Mannings n = .015 .20003223> 03224> Max.eff.Inten.(mm/hr)= 31.75 31.6203225> over (min) 8.00 18.0003226> Storage Coeff. (min)= 8.37 (ii) 18.15 (ii)03227> Unit Hyd. Tpeak (min)= 8.00 18.0003228> Unit Hyd. peak (cms)= .14 .0603229> *TOTALS*03230> PEAK FLOW (cms)= .31 .14 .451 (iii)03231> TIME TO PEAK (hrs)= 12.00 12.07 12.00003232> RUNOFF VOLUME (mm)= 73.60 40.57 58.73903233> TOTAL RAINFALL (mm)= 75.60 75.60 75.60003234> RUNOFF COEFFICIENT = .97 .54 .77703235> 03236> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:03237> CN* = 75.0 Ia = Dep. Storage (Above)03238> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL03239> THAN THE STORAGE COEFFICIENT.03240> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.

(C:\...PG4.out)


03241> 03242> --------------------------------------------------------------------------------03243> 004:0013------------------------------------------------------------------------03244> *South Pond, Pond 2* 03245> ---------------------03246> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.03247> | IN>09:(203 ) |03248> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========03249> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE03250> (cms) (ha.m.) | (cms) (ha.m.)03251> .000 .0000E+00 | .183 .1775E+0003252> .019 .1115E+00 | .248 .2075E+0003253> .079 .1250E+00 | .351 .2500E+0003254> .143 .1575E+00 | .000 .0000E+0003255> 03256> ROUTING RESULTS AREA QPEAK TPEAK R.V.03257> -------------------- (ha) (cms) (hrs) (mm)03258> INFLOW >09: (203 ) 6.37 .451 12.000 58.73903259> OUTFLOW<07: (Pond2 ) 6.37 .181 12.500 58.73803260> OVERFLOW<10: (C1over) .00 .000 .000 .00003261> 03262> TOTAL NUMBER OF SIMULATED OVERFLOWS = 003263> CUMULATIVE TIME OF OVERFLOWS (hours)= .0003264> PERCENTAGE OF TIME OVERFLOWING (%)= .0003265> 03266> 03267> PEAK FLOW REDUCTION [Qout/Qin](%)= 40.15503268> TIME SHIFT OF PEAK FLOW (min)= 30.0003269> MAXIMUM STORAGE USED (ha.m.)=.1765E+0003270> 03271> --------------------------------------------------------------------------------03272> 004:0014------------------------------------------------------------------------03273> --------------------03274> | PRINT HYD | AREA (ha)= 6.37003275> | ID=07 (Pond2 ) | QPEAK (cms)= .181 (i)03276> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 12.50003277> -------------------- VOLUME (mm)= 58.73803278> 03279> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03280> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW03281> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms03282> .00 .000| 29.33 .013| 58.67 .002| 88.00 .000| 117.33 .00003283> .17 .000| 29.50 .013| 58.83 .002| 88.17 .000| 117.50 .00003284> .33 .000| 29.67 .013| 59.00 .002| 88.33 .000| 117.67 .00003285> .50 .000| 29.83 .013| 59.17 .002| 88.50 .000| 117.83 .00003286> .67 .000| 30.00 .013| 59.33 .002| 88.67 .000| 118.00 .00003287> .83 .000| 30.17 .013| 59.50 .002| 88.83 .000| 118.17 .00003288> 1.00 .000| 30.33 .012| 59.67 .002| 89.00 .000| 118.33 .00003289> 1.17 .000| 30.50 .012| 59.83 .002| 89.17 .000| 118.50 .00003290> 1.33 .000| 30.67 .012| 60.00 .002| 89.33 .000| 118.67 .00003291> 1.50 .000| 30.83 .012| 60.17 .002| 89.50 .000| 118.83 .00003292> 1.67 .000| 31.00 .012| 60.33 .002| 89.67 .000| 119.00 .00003293> 1.83 .000| 31.17 .012| 60.50 .002| 89.83 .000| 119.17 .00003294> 2.00 .000| 31.33 .012| 60.67 .002| 90.00 .000| 119.33 .00003295> 2.17 .000| 31.50 .012| 60.83 .002| 90.17 .000| 119.50 .00003296> 2.33 .000| 31.67 .011| 61.00 .002| 90.33 .000| 119.67 .00003297> 2.50 .000| 31.83 .011| 61.17 .002| 90.50 .000| 119.83 .00003298> 2.67 .000| 32.00 .011| 61.33 .002| 90.67 .000| 120.00 .00003299> 2.83 .000| 32.17 .011| 61.50 .002| 90.83 .000| 120.17 .00003300> 3.00 .000| 32.33 .011| 61.67 .002| 91.00 .000| 120.33 .00003301> 3.17 .000| 32.50 .011| 61.83 .002| 91.17 .000| 120.50 .00003302> 3.33 .000| 32.67 .011| 62.00 .002| 91.33 .000| 120.67 .00003303> 3.50 .000| 32.83 .011| 62.17 .002| 91.50 .000| 120.83 .00003304> 3.67 .001| 33.00 .011| 62.33 .002| 91.67 .000| 121.00 .00003305> 3.83 .001| 33.17 .010| 62.50 .002| 91.83 .000| 121.17 .00003306> 4.00 .001| 33.33 .010| 62.67 .002| 92.00 .000| 121.33 .00003307> 4.17 .001| 33.50 .010| 62.83 .002| 92.17 .000| 121.50 .00003308> 4.33 .001| 33.67 .010| 63.00 .002| 92.33 .000| 121.67 .00003309> 4.50 .001| 33.83 .010| 63.17 .002| 92.50 .000| 121.83 .00003310> 4.67 .001| 34.00 .010| 63.33 .002| 92.67 .000| 122.00 .00003311> 4.83 .001| 34.17 .010| 63.50 .002| 92.83 .000| 122.17 .00003312> 5.00 .001| 34.33 .010| 63.67 .002| 93.00 .000| 122.33 .00003313> 5.17 .001| 34.50 .010| 63.83 .002| 93.17 .000| 122.50 .00003314> 5.33 .002| 34.67 .010| 64.00 .002| 93.33 .000| 122.67 .00003315> 5.50 .002| 34.83 .009| 64.17 .002| 93.50 .000| 122.83 .00003316> 5.67 .002| 35.00 .009| 64.33 .002| 93.67 .000| 123.00 .00003317> 5.83 .002| 35.17 .009| 64.50 .002| 93.83 .000| 123.17 .00003318> 6.00 .002| 35.33 .009| 64.67 .002| 94.00 .000| 123.33 .00003319> 6.17 .002| 35.50 .009| 64.83 .001| 94.17 .000| 123.50 .00003320> 6.33 .002| 35.67 .009| 65.00 .001| 94.33 .000| 123.67 .00003321> 6.50 .002| 35.83 .009| 65.17 .001| 94.50 .000| 123.83 .00003322> 6.67 .003| 36.00 .009| 65.33 .001| 94.67 .000| 124.00 .00003323> 6.83 .003| 36.17 .009| 65.50 .001| 94.83 .000| 124.17 .00003324> 7.00 .003| 36.33 .009| 65.67 .001| 95.00 .000| 124.33 .00003325> 7.17 .003| 36.50 .009| 65.83 .001| 95.17 .000| 124.50 .00003326> 7.33 .003| 36.67 .008| 66.00 .001| 95.33 .000| 124.67 .00003327> 7.50 .003| 36.83 .008| 66.17 .001| 95.50 .000| 124.83 .00003328> 7.67 .003| 37.00 .008| 66.33 .001| 95.67 .000| 125.00 .00003329> 7.83 .004| 37.17 .008| 66.50 .001| 95.83 .000| 125.17 .00003330> 8.00 .004| 37.33 .008| 66.67 .001| 96.00 .000| 125.33 .00003331> 8.17 .004| 37.50 .008| 66.83 .001| 96.17 .000| 125.50 .00003332> 8.33 .004| 37.67 .008| 67.00 .001| 96.33 .000| 125.67 .00003333> 8.50 .004| 37.83 .008| 67.17 .001| 96.50 .000| 125.83 .00003334> 8.67 .004| 38.00 .008| 67.33 .001| 96.67 .000| 126.00 .00003335> 8.83 .005| 38.17 .008| 67.50 .001| 96.83 .000| 126.17 .00003336> 9.00 .005| 38.33 .008| 67.67 .001| 97.00 .000| 126.33 .00003337> 9.17 .005| 38.50 .008| 67.83 .001| 97.17 .000| 126.50 .00003338> 9.33 .005| 38.67 .007| 68.00 .001| 97.33 .000| 126.67 .00003339> 9.50 .006| 38.83 .007| 68.17 .001| 97.50 .000| 126.83 .00003340> 9.67 .006| 39.00 .007| 68.33 .001| 97.67 .000| 127.00 .00003341> 9.83 .006| 39.17 .007| 68.50 .001| 97.83 .000| 127.17 .00003342> 10.00 .006| 39.33 .007| 68.67 .001| 98.00 .000| 127.33 .00003343> 10.17 .006| 39.50 .007| 68.83 .001| 98.17 .000| 127.50 .00003344> 10.33 .007| 39.67 .007| 69.00 .001| 98.33 .000| 127.67 .00003345> 10.50 .007| 39.83 .007| 69.17 .001| 98.50 .000| 127.83 .00003346> 10.67 .007| 40.00 .007| 69.33 .001| 98.67 .000| 128.00 .00003347> 10.83 .008| 40.17 .007| 69.50 .001| 98.83 .000| 128.17 .00003348> 11.00 .008| 40.33 .007| 69.67 .001| 99.00 .000| 128.33 .00003349> 11.17 .009| 40.50 .007| 69.83 .001| 99.17 .000| 128.50 .00003350> 11.33 .012| 40.67 .007| 70.00 .001| 99.33 .000| 128.67 .00003351> 11.50 .015| 40.83 .007| 70.17 .001| 99.50 .000| 128.83 .00003352> 11.67 .026| 41.00 .006| 70.33 .001| 99.67 .000| 129.00 .00003353> 11.83 .097| 41.17 .006| 70.50 .001| 99.83 .000| 129.17 .00003354> 12.00 .136| 41.33 .006| 70.67 .001| 100.00 .000| 129.33 .00003355> 12.17 .166| 41.50 .006| 70.83 .001| 100.17 .000| 129.50 .00003356> 12.33 .178| 41.67 .006| 71.00 .001| 100.33 .000| 129.67 .00003357> 12.50 .181| 41.83 .006| 71.17 .001| 100.50 .000| 129.83 .00003358> 12.67 .180| 42.00 .006| 71.33 .001| 100.67 .000| 130.00 .00003359> 12.83 .177| 42.17 .006| 71.50 .001| 100.83 .000| 130.17 .00003360> 13.00 .174| 42.33 .006| 71.67 .001| 101.00 .000| 130.33 .00003361> 13.17 .169| 42.50 .006| 71.83 .001| 101.17 .000| 130.50 .00003362> 13.33 .161| 42.67 .006| 72.00 .001| 101.33 .000| 130.67 .00003363> 13.50 .152| 42.83 .006| 72.17 .001| 101.50 .000| 130.83 .00003364> 13.67 .143| 43.00 .006| 72.33 .001| 101.67 .000| 131.00 .00003365> 13.83 .134| 43.17 .006| 72.50 .001| 101.83 .000| 131.17 .00003366> 14.00 .126| 43.33 .006| 72.67 .001| 102.00 .000| 131.33 .00003367> 14.17 .118| 43.50 .006| 72.83 .001| 102.17 .000| 131.50 .00003368> 14.33 .110| 43.67 .005| 73.00 .001| 102.33 .000| 131.67 .00003369> 14.50 .103| 43.83 .005| 73.17 .001| 102.50 .000| 131.83 .00003370> 14.67 .096| 44.00 .005| 73.33 .001| 102.67 .000| 132.00 .00003371> 14.83 .089| 44.17 .005| 73.50 .001| 102.83 .000| 132.17 .00003372> 15.00 .083| 44.33 .005| 73.67 .001| 103.00 .000| 132.33 .00003373> 15.17 .077| 44.50 .005| 73.83 .001| 103.17 .000| 132.50 .00003374> 15.33 .067| 44.67 .005| 74.00 .001| 103.33 .000| 132.67 .00003375> 15.50 .060| 44.83 .005| 74.17 .001| 103.50 .000| 132.83 .000

03376> 15.67 .054| 45.00 .005| 74.33 .001| 103.67 .000| 133.00 .00003377> 15.83 .050| 45.17 .005| 74.50 .001| 103.83 .000| 133.17 .00003378> 16.00 .047| 45.33 .005| 74.67 .001| 104.00 .000| 133.33 .00003379> 16.17 .044| 45.50 .005| 74.83 .001| 104.17 .000| 133.50 .00003380> 16.33 .040| 45.67 .005| 75.00 .001| 104.33 .000| 133.67 .00003381> 16.50 .037| 45.83 .005| 75.17 .001| 104.50 .000| 133.83 .00003382> 16.67 .034| 46.00 .005| 75.33 .001| 104.67 .000| 134.00 .00003383> 16.83 .032| 46.17 .005| 75.50 .001| 104.83 .000| 134.17 .00003384> 17.00 .030| 46.33 .005| 75.67 .001| 105.00 .000| 134.33 .00003385> 17.17 .029| 46.50 .005| 75.83 .001| 105.17 .000| 134.50 .00003386> 17.33 .028| 46.67 .005| 76.00 .001| 105.33 .000| 134.67 .00003387> 17.50 .027| 46.83 .005| 76.17 .001| 105.50 .000| 134.83 .00003388> 17.67 .026| 47.00 .004| 76.33 .001| 105.67 .000| 135.00 .00003389> 17.83 .026| 47.17 .004| 76.50 .001| 105.83 .000| 135.17 .00003390> 18.00 .025| 47.33 .004| 76.67 .001| 106.00 .000| 135.33 .00003391> 18.17 .025| 47.50 .004| 76.83 .001| 106.17 .000| 135.50 .00003392> 18.33 .025| 47.67 .004| 77.00 .001| 106.33 .000| 135.67 .00003393> 18.50 .025| 47.83 .004| 77.17 .001| 106.50 .000| 135.83 .00003394> 18.67 .025| 48.00 .004| 77.33 .001| 106.67 .000| 136.00 .00003395> 18.83 .025| 48.17 .004| 77.50 .001| 106.83 .000| 136.17 .00003396> 19.00 .024| 48.33 .004| 77.67 .001| 107.00 .000| 136.33 .00003397> 19.17 .024| 48.50 .004| 77.83 .001| 107.17 .000| 136.50 .00003398> 19.33 .022| 48.67 .004| 78.00 .001| 107.33 .000| 136.67 .00003399> 19.50 .021| 48.83 .004| 78.17 .001| 107.50 .000| 136.83 .00003400> 19.67 .019| 49.00 .004| 78.33 .001| 107.67 .000| 137.00 .00003401> 19.83 .019| 49.17 .004| 78.50 .001| 107.83 .000| 137.17 .00003402> 20.00 .019| 49.33 .004| 78.67 .001| 108.00 .000| 137.33 .00003403> 20.17 .019| 49.50 .004| 78.83 .001| 108.17 .000| 137.50 .00003404> 20.33 .019| 49.67 .004| 79.00 .001| 108.33 .000| 137.67 .00003405> 20.50 .019| 49.83 .004| 79.17 .001| 108.50 .000| 137.83 .00003406> 20.67 .019| 50.00 .004| 79.33 .001| 108.67 .000| 138.00 .00003407> 20.83 .019| 50.17 .004| 79.50 .001| 108.83 .000| 138.17 .00003408> 21.00 .018| 50.33 .004| 79.67 .001| 109.00 .000| 138.33 .00003409> 21.17 .018| 50.50 .004| 79.83 .001| 109.17 .000| 138.50 .00003410> 21.33 .018| 50.67 .004| 80.00 .001| 109.33 .000| 138.67 .00003411> 21.50 .018| 50.83 .004| 80.17 .001| 109.50 .000| 138.83 .00003412> 21.67 .019| 51.00 .003| 80.33 .001| 109.67 .000| 139.00 .00003413> 21.83 .019| 51.17 .003| 80.50 .001| 109.83 .000| 139.17 .00003414> 22.00 .019| 51.33 .003| 80.67 .001| 110.00 .000| 139.33 .00003415> 22.17 .019| 51.50 .003| 80.83 .001| 110.17 .000| 139.50 .00003416> 22.33 .019| 51.67 .003| 81.00 .001| 110.33 .000| 139.67 .00003417> 22.50 .019| 51.83 .003| 81.17 .001| 110.50 .000| 139.83 .00003418> 22.67 .019| 52.00 .003| 81.33 .001| 110.67 .000| 140.00 .00003419> 22.83 .018| 52.17 .003| 81.50 .001| 110.83 .000| 140.17 .00003420> 23.00 .018| 52.33 .003| 81.67 .001| 111.00 .000| 140.33 .00003421> 23.17 .018| 52.50 .003| 81.83 .001| 111.17 .000| 140.50 .00003422> 23.33 .018| 52.67 .003| 82.00 .001| 111.33 .000| 140.67 .00003423> 23.50 .018| 52.83 .003| 82.17 .001| 111.50 .000| 140.83 .00003424> 23.67 .018| 53.00 .003| 82.33 .001| 111.67 .000| 141.00 .00003425> 23.83 .018| 53.17 .003| 82.50 .001| 111.83 .000| 141.17 .00003426> 24.00 .018| 53.33 .003| 82.67 .001| 112.00 .000| 141.33 .00003427> 24.17 .018| 53.50 .003| 82.83 .000| 112.17 .000| 141.50 .00003428> 24.33 .018| 53.67 .003| 83.00 .000| 112.33 .000| 141.67 .00003429> 24.50 .018| 53.83 .003| 83.17 .000| 112.50 .000| 141.83 .00003430> 24.67 .018| 54.00 .003| 83.33 .000| 112.67 .000| 142.00 .00003431> 24.83 .017| 54.17 .003| 83.50 .000| 112.83 .000| 142.17 .00003432> 25.00 .017| 54.33 .003| 83.67 .000| 113.00 .000| 142.33 .00003433> 25.17 .017| 54.50 .003| 83.83 .000| 113.17 .000| 142.50 .00003434> 25.33 .017| 54.67 .003| 84.00 .000| 113.33 .000| 142.67 .00003435> 25.50 .017| 54.83 .003| 84.17 .000| 113.50 .000| 142.83 .00003436> 25.67 .017| 55.00 .003| 84.33 .000| 113.67 .000| 143.00 .00003437> 25.83 .016| 55.17 .003| 84.50 .000| 113.83 .000| 143.17 .00003438> 26.00 .016| 55.33 .003| 84.67 .000| 114.00 .000| 143.33 .00003439> 26.17 .016| 55.50 .003| 84.83 .000| 114.17 .000| 143.50 .00003440> 26.33 .016| 55.67 .003| 85.00 .000| 114.33 .000| 143.67 .00003441> 26.50 .016| 55.83 .003| 85.17 .000| 114.50 .000| 143.84 .00003442> 26.67 .016| 56.00 .003| 85.33 .000| 114.67 .000| 144.00 .00003443> 26.83 .015| 56.17 .003| 85.50 .000| 114.83 .000| 144.17 .00003444> 27.00 .015| 56.33 .003| 85.67 .000| 115.00 .000| 144.34 .00003445> 27.17 .015| 56.50 .002| 85.83 .000| 115.17 .000| 144.50 .00003446> 27.33 .015| 56.67 .002| 86.00 .000| 115.33 .000| 144.67 .00003447> 27.50 .015| 56.83 .002| 86.17 .000| 115.50 .000| 144.84 .00003448> 27.67 .015| 57.00 .002| 86.33 .000| 115.67 .000| 145.00 .00003449> 27.83 .014| 57.17 .002| 86.50 .000| 115.83 .000| 145.17 .00003450> 28.00 .014| 57.33 .002| 86.67 .000| 116.00 .000| 145.34 .00003451> 28.17 .014| 57.50 .002| 86.83 .000| 116.17 .000| 145.50 .00003452> 28.33 .014| 57.67 .002| 87.00 .000| 116.33 .000| 145.67 .00003453> 28.50 .014| 57.83 .002| 87.17 .000| 116.50 .000| 145.84 .00003454> 28.67 .014| 58.00 .002| 87.33 .000| 116.67 .000| 146.00 .00003455> 28.83 .014| 58.17 .002| 87.50 .000| 116.83 .000| 146.17 .00003456> 29.00 .013| 58.33 .002| 87.67 .000| 117.00 .000| 146.34 .00003457> 29.17 .013| 58.50 .002| 87.83 .000| 117.17 .000|03458> --------------------------------------------------------------------------------03459> 004:0015------------------------------------------------------------------------03460> --------------------------------------------------------------------------------03461> 004:0002------------------------------------------------------------------------03462> --------------------------------------------------------------------------------03463> 004:0002------------------------------------------------------------------------03464> --------------------------------------------------------------------------------03465> 004:0002------------------------------------------------------------------------03466> ** END OF RUN : 403467> 03468> *******************************************************************************03469> 03470> 03471> 03472> 03473> 03474> --------------------03475> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 03476> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 03477> TZERO = .00 hrs on 003478> METOUT= 2 (output = METRIC) 03479> NRUN = 00503480> NSTORM= 103481> # 1=25SCS24.stm 03482> --------------------------------------------------------------------------------03483> 005:0002------------------------------------------------------------------------03484> *#******************************************************************************03485> *# Project Name: [Paris Grand] Project Number: [PGD020165] 03486> *# Date : 09-27-2012 03487> *# Modeller : [L.Garner] 03488> *# Company : R.J. Burnside & Associates Ltd. 03489> *# License # : 3877524 03490> *#******************************************************************************03491> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 03492> --------------------------------------------------------------------------------03493> 005:0002------------------------------------------------------------------------03494> --------------------03495> | READ STORM | Filename: 25-Year SCS Type-II Storm Distribution (03496> | Ptotal= 90.00 mm| Comments: 25-Year SCS Type-II Storm Distribution (03497> --------------------03498> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN03499> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr03500> 1.00 .900 | 7.00 1.800 | 13.00 10.800 | 19.00 1.80003501> 2.00 .900 | 8.00 1.800 | 14.00 4.500 | 20.00 .90003502> 3.00 .900 | 9.00 2.700 | 15.00 2.700 | 21.00 .90003503> 4.00 1.800 | 10.00 2.700 | 16.00 2.700 | 22.00 1.80003504> 5.00 .900 | 11.00 4.500 | 17.00 1.800 | 23.00 .90003505> 6.00 1.800 | 12.00 37.800 | 18.00 1.800 | 24.00 .90003506> 03507> --------------------------------------------------------------------------------03508> 005:0003------------------------------------------------------------------------03509> * 03510> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK*

LGarner

Text Box

25 YR

(C:\...PG4.out)


03511> * 03512> *East Side of Creek* 03513> * 03514> ----------------------03515> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0003516> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0003517> ---------------------- U.H. Tp(hrs)= .29003518> 03519> Unit Hyd Qpeak (cms)= 1.71403520> 03521> PEAK FLOW (cms)= .492 (i)03522> TIME TO PEAK (hrs)= 12.06703523> RUNOFF VOLUME (mm)= 30.63803524> TOTAL RAINFALL (mm)= 90.00003525> RUNOFF COEFFICIENT = .34003526> 03527> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03528> 03529> --------------------------------------------------------------------------------03530> 005:0004------------------------------------------------------------------------03531> *West Side of Creek* 03532> * 03533> ----------------------03534> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0003535> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0003536> ---------------------- U.H. Tp(hrs)= .16003537> 03538> Unit Hyd Qpeak (cms)= 1.63803539> 03540> PEAK FLOW (cms)= .289 (i)03541> TIME TO PEAK (hrs)= 12.00003542> RUNOFF VOLUME (mm)= 30.63803543> TOTAL RAINFALL (mm)= 90.00003544> RUNOFF COEFFICIENT = .34003545> 03546> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03547> 03548> --------------------------------------------------------------------------------03549> 005:0005------------------------------------------------------------------------03550> *Wetland* 03551> * 03552> ----------------------03553> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0003554> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0003555> ---------------------- U.H. Tp(hrs)= .24003556> 03557> Unit Hyd Qpeak (cms)= .99803558> 03559> PEAK FLOW (cms)= .248 (i)03560> TIME TO PEAK (hrs)= 12.03303561> RUNOFF VOLUME (mm)= 30.63803562> TOTAL RAINFALL (mm)= 90.00003563> RUNOFF COEFFICIENT = .34003564> 03565> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03566> 03567> --------------------------------------------------------------------------------03568> 005:0006------------------------------------------------------------------------03569> * 03570> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 03571> * 03572> *East Side of Creek* 03573> * 03574> ----------------------03575> | CALIB STANDHYD | Area (ha)= 21.4703576> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0003577> ----------------------03578> IMPERVIOUS PERVIOUS (i)03579> Surface Area (ha)= 12.24 9.2303580> Dep. Storage (mm)= 2.00 5.0003581> Average Slope (%)= .50 2.0003582> Length (m)= 378.00 40.0003583> Mannings n = .015 .20003584> 03585> Max.eff.Inten.(mm/hr)= 37.80 36.4303586> over (min) 12.00 20.0003587> Storage Coeff. (min)= 11.23 (ii) 20.48 (ii)03588> Unit Hyd. Tpeak (min)= 12.00 20.0003589> Unit Hyd. peak (cms)= .10 .0603590> *TOTALS*03591> PEAK FLOW (cms)= .90 .78 1.662 (iii)03592> TIME TO PEAK (hrs)= 12.00 12.10 12.03303593> RUNOFF VOLUME (mm)= 87.99 50.76 65.66103594> TOTAL RAINFALL (mm)= 90.00 90.00 90.00003595> RUNOFF COEFFICIENT = .98 .56 .73003596> 03597> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:03598> CN* = 75.0 Ia = Dep. Storage (Above)03599> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL03600> THAN THE STORAGE COEFFICIENT.03601> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03602> 03603> --------------------------------------------------------------------------------03604> 005:0007------------------------------------------------------------------------03605> *East Pond, Pond 1* 03606> ---------------------03607> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.03608> | IN>04:(201 ) |03609> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========03610> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE03611> (cms) (ha.m.) | (cms) (ha.m.)03612> .000 .0000E+00 | .362 .6000E+0003613> .053 .3059E+00 | .492 .7200E+0003614> .156 .3725E+00 | .697 .8900E+0003615> .283 .5170E+00 | .000 .0000E+0003616> 03617> ROUTING RESULTS AREA QPEAK TPEAK R.V.03618> -------------------- (ha) (cms) (hrs) (mm)03619> INFLOW >04: (201 ) 21.47 1.662 12.033 65.66103620> OUTFLOW<05: (Pond1 ) 21.47 .491 13.200 65.66003621> OVERFLOW<10: (C1over) .00 .000 .000 .00003622> 03623> TOTAL NUMBER OF SIMULATED OVERFLOWS = 003624> CUMULATIVE TIME OF OVERFLOWS (hours)= .0003625> PERCENTAGE OF TIME OVERFLOWING (%)= .0003626> 03627> 03628> PEAK FLOW REDUCTION [Qout/Qin](%)= 29.56103629> TIME SHIFT OF PEAK FLOW (min)= 70.0003630> MAXIMUM STORAGE USED (ha.m.)=.7193E+0003631> 03632> --------------------------------------------------------------------------------03633> 005:0008------------------------------------------------------------------------03634> --------------------03635> | PRINT HYD | AREA (ha)= 21.47003636> | ID=05 (Pond1 ) | QPEAK (cms)= .491 (i)03637> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.20003638> -------------------- VOLUME (mm)= 65.66003639> 03640> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03641> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW03642> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms03643> .00 .000| 32.50 .033| 65.00 .004| 97.50 .001| 130.00 .00003644> .17 .000| 32.67 .032| 65.17 .004| 97.67 .001| 130.17 .00003645> .33 .000| 32.83 .032| 65.33 .004| 97.83 .001| 130.33 .000

03646> .50 .000| 33.00 .032| 65.50 .004| 98.00 .001| 130.50 .00003647> .67 .000| 33.17 .031| 65.67 .004| 98.17 .001| 130.67 .00003648> .83 .000| 33.33 .031| 65.83 .004| 98.33 .001| 130.83 .00003649> 1.00 .000| 33.50 .031| 66.00 .004| 98.50 .001| 131.00 .00003650> 1.17 .000| 33.67 .030| 66.17 .004| 98.67 .001| 131.17 .00003651> 1.33 .000| 33.83 .030| 66.33 .004| 98.83 .001| 131.33 .00003652> 1.50 .000| 34.00 .030| 66.50 .004| 99.00 .001| 131.50 .00003653> 1.67 .000| 34.17 .029| 66.67 .004| 99.17 .001| 131.67 .00003654> 1.83 .000| 34.33 .029| 66.83 .004| 99.33 .001| 131.83 .00003655> 2.00 .000| 34.50 .029| 67.00 .004| 99.50 .000| 132.00 .00003656> 2.17 .000| 34.67 .029| 67.17 .004| 99.67 .000| 132.17 .00003657> 2.33 .000| 34.83 .028| 67.33 .004| 99.83 .000| 132.33 .00003658> 2.50 .000| 35.00 .028| 67.50 .004| 100.00 .000| 132.50 .00003659> 2.67 .000| 35.17 .028| 67.67 .004| 100.17 .000| 132.67 .00003660> 2.83 .000| 35.33 .027| 67.83 .004| 100.33 .000| 132.83 .00003661> 3.00 .001| 35.50 .027| 68.00 .004| 100.50 .000| 133.00 .00003662> 3.17 .001| 35.67 .027| 68.17 .004| 100.67 .000| 133.17 .00003663> 3.33 .001| 35.83 .027| 68.33 .003| 100.83 .000| 133.33 .00003664> 3.50 .002| 36.00 .026| 68.50 .003| 101.00 .000| 133.50 .00003665> 3.67 .002| 36.17 .026| 68.67 .003| 101.17 .000| 133.67 .00003666> 3.83 .002| 36.33 .026| 68.83 .003| 101.33 .000| 133.83 .00003667> 4.00 .003| 36.50 .025| 69.00 .003| 101.50 .000| 134.00 .00003668> 4.17 .003| 36.67 .025| 69.17 .003| 101.67 .000| 134.17 .00003669> 4.33 .004| 36.83 .025| 69.33 .003| 101.83 .000| 134.33 .00003670> 4.50 .004| 37.00 .025| 69.50 .003| 102.00 .000| 134.50 .00003671> 4.67 .004| 37.17 .024| 69.67 .003| 102.17 .000| 134.67 .00003672> 4.83 .004| 37.33 .024| 69.83 .003| 102.33 .000| 134.83 .00003673> 5.00 .004| 37.50 .024| 70.00 .003| 102.50 .000| 135.00 .00003674> 5.17 .005| 37.67 .024| 70.17 .003| 102.67 .000| 135.17 .00003675> 5.33 .005| 37.83 .023| 70.33 .003| 102.83 .000| 135.33 .00003676> 5.50 .005| 38.00 .023| 70.50 .003| 103.00 .000| 135.50 .00003677> 5.67 .006| 38.17 .023| 70.67 .003| 103.17 .000| 135.67 .00003678> 5.83 .006| 38.33 .023| 70.83 .003| 103.33 .000| 135.83 .00003679> 6.00 .007| 38.50 .022| 71.00 .003| 103.50 .000| 136.00 .00003680> 6.17 .007| 38.67 .022| 71.17 .003| 103.67 .000| 136.17 .00003681> 6.33 .007| 38.83 .022| 71.33 .003| 103.83 .000| 136.33 .00003682> 6.50 .008| 39.00 .022| 71.50 .003| 104.00 .000| 136.50 .00003683> 6.67 .008| 39.17 .022| 71.67 .003| 104.17 .000| 136.67 .00003684> 6.83 .009| 39.33 .021| 71.83 .003| 104.33 .000| 136.83 .00003685> 7.00 .009| 39.50 .021| 72.00 .003| 104.50 .000| 137.00 .00003686> 7.17 .010| 39.67 .021| 72.17 .003| 104.67 .000| 137.17 .00003687> 7.33 .010| 39.83 .021| 72.33 .003| 104.83 .000| 137.33 .00003688> 7.50 .011| 40.00 .020| 72.50 .003| 105.00 .000| 137.50 .00003689> 7.67 .011| 40.17 .020| 72.67 .003| 105.17 .000| 137.67 .00003690> 7.83 .011| 40.33 .020| 72.83 .003| 105.33 .000| 137.83 .00003691> 8.00 .012| 40.50 .020| 73.00 .003| 105.50 .000| 138.00 .00003692> 8.17 .012| 40.67 .020| 73.17 .003| 105.67 .000| 138.17 .00003693> 8.33 .013| 40.83 .019| 73.33 .003| 105.83 .000| 138.33 .00003694> 8.50 .014| 41.00 .019| 73.50 .003| 106.00 .000| 138.50 .00003695> 8.67 .014| 41.17 .019| 73.67 .003| 106.17 .000| 138.67 .00003696> 8.83 .015| 41.33 .019| 73.83 .002| 106.33 .000| 138.83 .00003697> 9.00 .016| 41.50 .019| 74.00 .002| 106.50 .000| 139.00 .00003698> 9.17 .016| 41.67 .018| 74.17 .002| 106.67 .000| 139.17 .00003699> 9.33 .017| 41.83 .018| 74.33 .002| 106.83 .000| 139.33 .00003700> 9.50 .018| 42.00 .018| 74.50 .002| 107.00 .000| 139.50 .00003701> 9.67 .019| 42.17 .018| 74.67 .002| 107.17 .000| 139.67 .00003702> 9.83 .019| 42.33 .018| 74.83 .002| 107.33 .000| 139.83 .00003703> 10.00 .020| 42.50 .017| 75.00 .002| 107.50 .000| 140.00 .00003704> 10.17 .021| 42.67 .017| 75.17 .002| 107.67 .000| 140.17 .00003705> 10.33 .022| 42.83 .017| 75.33 .002| 107.83 .000| 140.33 .00003706> 10.50 .023| 43.00 .017| 75.50 .002| 108.00 .000| 140.50 .00003707> 10.67 .025| 43.17 .017| 75.67 .002| 108.17 .000| 140.67 .00003708> 10.83 .026| 43.33 .017| 75.83 .002| 108.33 .000| 140.83 .00003709> 11.00 .027| 43.50 .016| 76.00 .002| 108.50 .000| 141.00 .00003710> 11.17 .030| 43.67 .016| 76.17 .002| 108.67 .000| 141.17 .00003711> 11.33 .037| 43.83 .016| 76.33 .002| 108.83 .000| 141.33 .00003712> 11.50 .048| 44.00 .016| 76.50 .002| 109.00 .000| 141.50 .00003713> 11.67 .122| 44.17 .016| 76.67 .002| 109.17 .000| 141.67 .00003714> 11.83 .207| 44.33 .016| 76.83 .002| 109.33 .000| 141.83 .00003715> 12.00 .279| 44.50 .015| 77.00 .002| 109.50 .000| 142.00 .00003716> 12.17 .353| 44.67 .015| 77.17 .002| 109.67 .000| 142.17 .00003717> 12.33 .409| 44.83 .015| 77.33 .002| 109.83 .000| 142.33 .00003718> 12.50 .443| 45.00 .015| 77.50 .002| 110.00 .000| 142.50 .00003719> 12.67 .464| 45.17 .015| 77.67 .002| 110.17 .000| 142.67 .00003720> 12.83 .477| 45.33 .015| 77.83 .002| 110.33 .000| 142.83 .00003721> 13.00 .486| 45.50 .015| 78.00 .002| 110.50 .000| 143.00 .00003722> 13.17 .491| 45.67 .014| 78.17 .002| 110.67 .000| 143.17 .00003723> 13.33 .489| 45.83 .014| 78.33 .002| 110.83 .000| 143.33 .00003724> 13.50 .481| 46.00 .014| 78.50 .002| 111.00 .000| 143.50 .00003725> 13.67 .470| 46.17 .014| 78.67 .002| 111.17 .000| 143.67 .00003726> 13.83 .458| 46.33 .014| 78.83 .002| 111.33 .000| 143.84 .00003727> 14.00 .445| 46.50 .014| 79.00 .002| 111.50 .000| 144.00 .00003728> 14.17 .432| 46.67 .013| 79.17 .002| 111.67 .000| 144.17 .00003729> 14.33 .418| 46.83 .013| 79.33 .002| 111.83 .000| 144.34 .00003730> 14.50 .403| 47.00 .013| 79.50 .002| 112.00 .000| 144.50 .00003731> 14.67 .388| 47.17 .013| 79.67 .002| 112.17 .000| 144.67 .00003732> 14.83 .373| 47.33 .013| 79.83 .002| 112.33 .000| 144.84 .00003733> 15.00 .359| 47.50 .013| 80.00 .002| 112.50 .000| 145.00 .00003734> 15.17 .348| 47.67 .013| 80.17 .002| 112.67 .000| 145.17 .00003735> 15.33 .336| 47.83 .013| 80.33 .002| 112.83 .000| 145.34 .00003736> 15.50 .325| 48.00 .012| 80.50 .002| 113.00 .000| 145.50 .00003737> 15.67 .315| 48.17 .012| 80.67 .002| 113.17 .000| 145.67 .00003738> 15.83 .306| 48.33 .012| 80.83 .002| 113.33 .000| 145.84 .00003739> 16.00 .297| 48.50 .012| 81.00 .002| 113.50 .000| 146.00 .00003740> 16.17 .288| 48.67 .012| 81.17 .002| 113.67 .000| 146.17 .00003741> 16.33 .279| 48.83 .012| 81.33 .002| 113.83 .000| 146.34 .00003742> 16.50 .270| 49.00 .012| 81.50 .002| 114.00 .000| 146.50 .00003743> 16.67 .262| 49.17 .012| 81.67 .002| 114.17 .000| 146.67 .00003744> 16.83 .254| 49.33 .011| 81.83 .002| 114.33 .000| 146.84 .00003745> 17.00 .246| 49.50 .011| 82.00 .001| 114.50 .000| 147.00 .00003746> 17.17 .238| 49.67 .011| 82.17 .001| 114.67 .000| 147.17 .00003747> 17.33 .231| 49.83 .011| 82.33 .001| 114.83 .000| 147.34 .00003748> 17.50 .224| 50.00 .011| 82.50 .001| 115.00 .000| 147.50 .00003749> 17.67 .217| 50.17 .011| 82.67 .001| 115.17 .000| 147.67 .00003750> 17.83 .211| 50.33 .011| 82.83 .001| 115.33 .000| 147.84 .00003751> 18.00 .205| 50.50 .011| 83.00 .001| 115.50 .000| 148.00 .00003752> 18.17 .199| 50.67 .011| 83.17 .001| 115.67 .000| 148.17 .00003753> 18.33 .194| 50.83 .010| 83.33 .001| 115.83 .000| 148.34 .00003754> 18.50 .189| 51.00 .010| 83.50 .001| 116.00 .000| 148.50 .00003755> 18.67 .184| 51.17 .010| 83.67 .001| 116.17 .000| 148.67 .00003756> 18.83 .180| 51.33 .010| 83.83 .001| 116.33 .000| 148.84 .00003757> 19.00 .175| 51.50 .010| 84.00 .001| 116.50 .000| 149.00 .00003758> 19.17 .171| 51.67 .010| 84.17 .001| 116.67 .000| 149.17 .00003759> 19.33 .166| 51.83 .010| 84.33 .001| 116.83 .000| 149.34 .00003760> 19.50 .161| 52.00 .010| 84.50 .001| 117.00 .000| 149.50 .00003761> 19.67 .155| 52.17 .010| 84.67 .001| 117.17 .000| 149.67 .00003762> 19.83 .146| 52.33 .009| 84.83 .001| 117.33 .000| 149.84 .00003763> 20.00 .138| 52.50 .009| 85.00 .001| 117.50 .000| 150.00 .00003764> 20.17 .130| 52.67 .009| 85.17 .001| 117.67 .000| 150.17 .00003765> 20.33 .123| 52.83 .009| 85.33 .001| 117.83 .000| 150.34 .00003766> 20.50 .116| 53.00 .009| 85.50 .001| 118.00 .000| 150.50 .00003767> 20.67 .110| 53.17 .009| 85.67 .001| 118.17 .000| 150.67 .00003768> 20.83 .105| 53.33 .009| 85.83 .001| 118.33 .000| 150.84 .00003769> 21.00 .100| 53.50 .009| 86.00 .001| 118.50 .000| 151.00 .00003770> 21.17 .095| 53.67 .009| 86.17 .001| 118.67 .000| 151.17 .00003771> 21.33 .093| 53.83 .009| 86.33 .001| 118.83 .000| 151.34 .00003772> 21.50 .092| 54.00 .009| 86.50 .001| 119.00 .000| 151.50 .00003773> 21.67 .091| 54.17 .008| 86.67 .001| 119.17 .000| 151.67 .00003774> 21.83 .091| 54.33 .008| 86.83 .001| 119.33 .000| 151.84 .00003775> 22.00 .091| 54.50 .008| 87.00 .001| 119.50 .000| 152.00 .00003776> 22.17 .091| 54.67 .008| 87.17 .001| 119.67 .000| 152.17 .00003777> 22.33 .090| 54.83 .008| 87.33 .001| 119.83 .000| 152.34 .00003778> 22.50 .088| 55.00 .008| 87.50 .001| 120.00 .000| 152.50 .00003779> 22.67 .085| 55.17 .008| 87.67 .001| 120.17 .000| 152.67 .00003780> 22.83 .082| 55.33 .008| 87.83 .001| 120.33 .000| 152.84 .000

(C:\...PG4.out)


03781> 23.00 .079| 55.50 .008| 88.00 .001| 120.50 .000| 153.00 .00003782> 23.17 .077| 55.67 .008| 88.17 .001| 120.67 .000| 153.17 .00003783> 23.33 .074| 55.83 .008| 88.33 .001| 120.83 .000| 153.34 .00003784> 23.50 .072| 56.00 .008| 88.50 .001| 121.00 .000| 153.50 .00003785> 23.67 .070| 56.17 .007| 88.67 .001| 121.17 .000| 153.67 .00003786> 23.83 .068| 56.33 .007| 88.83 .001| 121.33 .000| 153.84 .00003787> 24.00 .066| 56.50 .007| 89.00 .001| 121.50 .000| 154.00 .00003788> 24.17 .064| 56.67 .007| 89.17 .001| 121.67 .000| 154.17 .00003789> 24.33 .062| 56.83 .007| 89.33 .001| 121.83 .000| 154.34 .00003790> 24.50 .058| 57.00 .007| 89.50 .001| 122.00 .000| 154.50 .00003791> 24.67 .053| 57.17 .007| 89.67 .001| 122.17 .000| 154.67 .00003792> 24.83 .053| 57.33 .007| 89.83 .001| 122.33 .000| 154.84 .00003793> 25.00 .052| 57.50 .007| 90.00 .001| 122.50 .000| 155.00 .00003794> 25.17 .052| 57.67 .007| 90.17 .001| 122.67 .000| 155.17 .00003795> 25.33 .051| 57.83 .007| 90.33 .001| 122.83 .000| 155.34 .00003796> 25.50 .050| 58.00 .007| 90.50 .001| 123.00 .000| 155.50 .00003797> 25.67 .050| 58.17 .007| 90.67 .001| 123.17 .000| 155.67 .00003798> 25.83 .049| 58.33 .007| 90.83 .001| 123.33 .000| 155.84 .00003799> 26.00 .049| 58.50 .006| 91.00 .001| 123.50 .000| 156.00 .00003800> 26.17 .048| 58.67 .006| 91.17 .001| 123.67 .000| 156.17 .00003801> 26.33 .048| 58.83 .006| 91.33 .001| 123.83 .000| 156.34 .00003802> 26.50 .047| 59.00 .006| 91.50 .001| 124.00 .000| 156.50 .00003803> 26.67 .047| 59.17 .006| 91.67 .001| 124.17 .000| 156.67 .00003804> 26.83 .046| 59.33 .006| 91.83 .001| 124.33 .000| 156.84 .00003805> 27.00 .046| 59.50 .006| 92.00 .001| 124.50 .000| 157.00 .00003806> 27.17 .046| 59.67 .006| 92.17 .001| 124.67 .000| 157.17 .00003807> 27.33 .045| 59.83 .006| 92.33 .001| 124.83 .000| 157.34 .00003808> 27.50 .045| 60.00 .006| 92.50 .001| 125.00 .000| 157.50 .00003809> 27.67 .044| 60.17 .006| 92.67 .001| 125.17 .000| 157.67 .00003810> 27.83 .044| 60.33 .006| 92.83 .001| 125.33 .000| 157.84 .00003811> 28.00 .043| 60.50 .006| 93.00 .001| 125.50 .000| 158.00 .00003812> 28.17 .043| 60.67 .006| 93.17 .001| 125.67 .000| 158.17 .00003813> 28.33 .042| 60.83 .006| 93.33 .001| 125.83 .000| 158.34 .00003814> 28.50 .042| 61.00 .006| 93.50 .001| 126.00 .000| 158.50 .00003815> 28.67 .041| 61.17 .005| 93.67 .001| 126.17 .000| 158.67 .00003816> 28.83 .041| 61.33 .005| 93.83 .001| 126.33 .000| 158.84 .00003817> 29.00 .041| 61.50 .005| 94.00 .001| 126.50 .000| 159.01 .00003818> 29.17 .040| 61.67 .005| 94.17 .001| 126.67 .000| 159.17 .00003819> 29.33 .040| 61.83 .005| 94.33 .001| 126.83 .000| 159.34 .00003820> 29.50 .039| 62.00 .005| 94.50 .001| 127.00 .000| 159.51 .00003821> 29.67 .039| 62.17 .005| 94.67 .001| 127.17 .000| 159.67 .00003822> 29.83 .039| 62.33 .005| 94.83 .001| 127.33 .000| 159.84 .00003823> 30.00 .038| 62.50 .005| 95.00 .001| 127.50 .000| 160.01 .00003824> 30.17 .038| 62.67 .005| 95.17 .001| 127.67 .000| 160.17 .00003825> 30.33 .037| 62.83 .005| 95.33 .001| 127.83 .000| 160.34 .00003826> 30.50 .037| 63.00 .005| 95.50 .001| 128.00 .000| 160.51 .00003827> 30.67 .037| 63.17 .005| 95.67 .001| 128.17 .000| 160.67 .00003828> 30.83 .036| 63.33 .005| 95.83 .001| 128.33 .000| 160.84 .00003829> 31.00 .036| 63.50 .005| 96.00 .001| 128.50 .000| 161.01 .00003830> 31.17 .035| 63.67 .005| 96.17 .001| 128.67 .000| 161.17 .00003831> 31.33 .035| 63.83 .005| 96.33 .001| 128.83 .000| 161.34 .00003832> 31.50 .035| 64.00 .005| 96.50 .001| 129.00 .000| 161.51 .00003833> 31.67 .034| 64.17 .005| 96.67 .001| 129.17 .000| 161.67 .00003834> 31.83 .034| 64.33 .004| 96.83 .001| 129.33 .000| 161.84 .00003835> 32.00 .034| 64.50 .004| 97.00 .001| 129.50 .000| 162.01 .00003836> 32.17 .033| 64.67 .004| 97.17 .001| 129.67 .000| 162.17 .00003837> 32.33 .033| 64.83 .004| 97.33 .001| 129.83 .000|03838> --------------------------------------------------------------------------------03839> 005:0009------------------------------------------------------------------------03840> *West Side of Gilbert Creek* 03841> * 03842> ----------------------03843> | CALIB STANDHYD | Area (ha)= 11.2303844> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0003845> ----------------------03846> IMPERVIOUS PERVIOUS (i)03847> Surface Area (ha)= 6.40 4.8303848> Dep. Storage (mm)= 2.00 5.0003849> Average Slope (%)= .50 2.0003850> Length (m)= 274.00 40.0003851> Mannings n = .015 .20003852> 03853> Max.eff.Inten.(mm/hr)= 37.80 36.6303854> over (min) 10.00 18.0003855> Storage Coeff. (min)= 9.26 (ii) 18.48 (ii)03856> Unit Hyd. Tpeak (min)= 10.00 18.0003857> Unit Hyd. peak (cms)= .12 .0603858> *TOTALS*03859> PEAK FLOW (cms)= .47 .42 .887 (iii)03860> TIME TO PEAK (hrs)= 12.00 12.07 12.00003861> RUNOFF VOLUME (mm)= 87.99 50.77 65.66103862> TOTAL RAINFALL (mm)= 90.00 90.00 90.00003863> RUNOFF COEFFICIENT = .98 .56 .73003864> 03865> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:03866> CN* = 75.0 Ia = Dep. Storage (Above)03867> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL03868> THAN THE STORAGE COEFFICIENT.03869> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03870> 03871> --------------------------------------------------------------------------------03872> 005:0010------------------------------------------------------------------------03873> *Wast Pond, Pond 3* 03874> ---------------------03875> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.03876> | IN>07:(202 ) |03877> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========03878> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE03879> (cms) (ha.m.) | (cms) (ha.m.)03880> .000 .0000E+00 | .213 .3050E+0003881> .028 .1600E+00 | .289 .3650E+0003882> .093 .1930E+00 | .407 .4450E+0003883> .168 .2625E+00 | .000 .0000E+0003884> 03885> ROUTING RESULTS AREA QPEAK TPEAK R.V.03886> -------------------- (ha) (cms) (hrs) (mm)03887> INFLOW >07: (202 ) 11.23 .887 12.000 65.66103888> OUTFLOW<08: (Pond3 ) 11.23 .285 13.100 65.66003889> OVERFLOW<10: (C1over) .00 .000 .000 .00003890> 03891> TOTAL NUMBER OF SIMULATED OVERFLOWS = 003892> CUMULATIVE TIME OF OVERFLOWS (hours)= .0003893> PERCENTAGE OF TIME OVERFLOWING (%)= .0003894> 03895> 03896> PEAK FLOW REDUCTION [Qout/Qin](%)= 32.10403897> TIME SHIFT OF PEAK FLOW (min)= 66.0003898> MAXIMUM STORAGE USED (ha.m.)=.3618E+0003899> 03900> --------------------------------------------------------------------------------03901> 005:0011------------------------------------------------------------------------03902> --------------------03903> | PRINT HYD | AREA (ha)= 11.23003904> | ID=08 (Pond3 ) | QPEAK (cms)= .285 (i)03905> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.10003906> -------------------- VOLUME (mm)= 65.66003907> 03908> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.03909> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW03910> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms03911> .00 .000| 30.17 .020| 60.33 .003| 90.50 .000| 120.67 .00003912> .17 .000| 30.33 .019| 60.50 .003| 90.67 .000| 120.83 .00003913> .33 .000| 30.50 .019| 60.67 .003| 90.83 .000| 121.00 .00003914> .50 .000| 30.67 .019| 60.83 .003| 91.00 .000| 121.17 .00003915> .67 .000| 30.83 .019| 61.00 .003| 91.17 .000| 121.33 .000

03916> .83 .000| 31.00 .019| 61.17 .003| 91.33 .000| 121.50 .00003917> 1.00 .000| 31.17 .018| 61.33 .003| 91.50 .000| 121.67 .00003918> 1.17 .000| 31.33 .018| 61.50 .003| 91.67 .000| 121.83 .00003919> 1.33 .000| 31.50 .018| 61.67 .003| 91.83 .000| 122.00 .00003920> 1.50 .000| 31.67 .018| 61.83 .003| 92.00 .000| 122.17 .00003921> 1.67 .000| 31.83 .018| 62.00 .003| 92.17 .000| 122.33 .00003922> 1.83 .000| 32.00 .017| 62.17 .003| 92.33 .000| 122.50 .00003923> 2.00 .000| 32.17 .017| 62.33 .003| 92.50 .000| 122.67 .00003924> 2.17 .000| 32.33 .017| 62.50 .003| 92.67 .000| 122.83 .00003925> 2.33 .000| 32.50 .017| 62.67 .003| 92.83 .000| 123.00 .00003926> 2.50 .000| 32.67 .017| 62.83 .002| 93.00 .000| 123.17 .00003927> 2.67 .000| 32.83 .017| 63.00 .002| 93.17 .000| 123.33 .00003928> 2.83 .000| 33.00 .016| 63.17 .002| 93.33 .000| 123.50 .00003929> 3.00 .000| 33.17 .016| 63.33 .002| 93.50 .000| 123.67 .00003930> 3.17 .001| 33.33 .016| 63.50 .002| 93.67 .000| 123.83 .00003931> 3.33 .001| 33.50 .016| 63.67 .002| 93.83 .000| 124.00 .00003932> 3.50 .001| 33.67 .016| 63.83 .002| 94.00 .000| 124.17 .00003933> 3.67 .001| 33.83 .016| 64.00 .002| 94.17 .000| 124.33 .00003934> 3.83 .001| 34.00 .015| 64.17 .002| 94.33 .000| 124.50 .00003935> 4.00 .002| 34.17 .015| 64.33 .002| 94.50 .000| 124.67 .00003936> 4.17 .002| 34.33 .015| 64.50 .002| 94.67 .000| 124.83 .00003937> 4.33 .002| 34.50 .015| 64.67 .002| 94.83 .000| 125.00 .00003938> 4.50 .002| 34.67 .015| 64.83 .002| 95.00 .000| 125.17 .00003939> 4.67 .002| 34.83 .015| 65.00 .002| 95.17 .000| 125.33 .00003940> 4.83 .002| 35.00 .014| 65.17 .002| 95.33 .000| 125.50 .00003941> 5.00 .002| 35.17 .014| 65.33 .002| 95.50 .000| 125.67 .00003942> 5.17 .002| 35.33 .014| 65.50 .002| 95.67 .000| 125.83 .00003943> 5.33 .003| 35.50 .014| 65.67 .002| 95.83 .000| 126.00 .00003944> 5.50 .003| 35.67 .014| 65.83 .002| 96.00 .000| 126.17 .00003945> 5.67 .003| 35.83 .014| 66.00 .002| 96.17 .000| 126.33 .00003946> 5.83 .003| 36.00 .014| 66.17 .002| 96.33 .000| 126.50 .00003947> 6.00 .004| 36.17 .013| 66.33 .002| 96.50 .000| 126.67 .00003948> 6.17 .004| 36.33 .013| 66.50 .002| 96.67 .000| 126.83 .00003949> 6.33 .004| 36.50 .013| 66.67 .002| 96.83 .000| 127.00 .00003950> 6.50 .004| 36.67 .013| 66.83 .002| 97.00 .000| 127.17 .00003951> 6.67 .004| 36.83 .013| 67.00 .002| 97.17 .000| 127.33 .00003952> 6.83 .005| 37.00 .013| 67.17 .002| 97.33 .000| 127.50 .00003953> 7.00 .005| 37.17 .013| 67.33 .002| 97.50 .000| 127.67 .00003954> 7.17 .005| 37.33 .012| 67.50 .002| 97.67 .000| 127.83 .00003955> 7.33 .005| 37.50 .012| 67.67 .002| 97.83 .000| 128.00 .00003956> 7.50 .006| 37.67 .012| 67.83 .002| 98.00 .000| 128.17 .00003957> 7.67 .006| 37.83 .012| 68.00 .002| 98.17 .000| 128.33 .00003958> 7.83 .006| 38.00 .012| 68.17 .002| 98.33 .000| 128.50 .00003959> 8.00 .006| 38.17 .012| 68.33 .002| 98.50 .000| 128.67 .00003960> 8.17 .007| 38.33 .012| 68.50 .002| 98.67 .000| 128.83 .00003961> 8.33 .007| 38.50 .012| 68.67 .002| 98.83 .000| 129.00 .00003962> 8.50 .007| 38.67 .011| 68.83 .002| 99.00 .000| 129.17 .00003963> 8.67 .008| 38.83 .011| 69.00 .002| 99.17 .000| 129.33 .00003964> 8.83 .008| 39.00 .011| 69.17 .002| 99.33 .000| 129.50 .00003965> 9.00 .008| 39.17 .011| 69.33 .002| 99.50 .000| 129.67 .00003966> 9.17 .009| 39.33 .011| 69.50 .002| 99.67 .000| 129.83 .00003967> 9.33 .009| 39.50 .011| 69.67 .002| 99.83 .000| 130.00 .00003968> 9.50 .010| 39.67 .011| 69.83 .002| 100.00 .000| 130.17 .00003969> 9.67 .010| 39.83 .011| 70.00 .002| 100.17 .000| 130.33 .00003970> 9.83 .010| 40.00 .011| 70.17 .002| 100.33 .000| 130.50 .00003971> 10.00 .011| 40.17 .010| 70.33 .002| 100.50 .000| 130.67 .00003972> 10.17 .011| 40.33 .010| 70.50 .002| 100.67 .000| 130.83 .00003973> 10.33 .012| 40.50 .010| 70.67 .002| 100.83 .000| 131.00 .00003974> 10.50 .012| 40.67 .010| 70.83 .002| 101.00 .000| 131.17 .00003975> 10.67 .013| 40.83 .010| 71.00 .001| 101.17 .000| 131.33 .00003976> 10.83 .014| 41.00 .010| 71.17 .001| 101.33 .000| 131.50 .00003977> 11.00 .015| 41.17 .010| 71.33 .001| 101.50 .000| 131.67 .00003978> 11.17 .016| 41.33 .010| 71.50 .001| 101.67 .000| 131.83 .00003979> 11.33 .020| 41.50 .010| 71.67 .001| 101.83 .000| 132.00 .00003980> 11.50 .027| 41.67 .009| 71.83 .001| 102.00 .000| 132.17 .00003981> 11.67 .094| 41.83 .009| 72.00 .001| 102.17 .000| 132.33 .00003982> 11.83 .139| 42.00 .009| 72.17 .001| 102.33 .000| 132.50 .00003983> 12.00 .184| 42.17 .009| 72.33 .001| 102.50 .000| 132.67 .00003984> 12.17 .226| 42.33 .009| 72.50 .001| 102.67 .000| 132.83 .00003985> 12.33 .255| 42.50 .009| 72.67 .001| 102.83 .000| 133.00 .00003986> 12.50 .270| 42.67 .009| 72.83 .001| 103.00 .000| 133.17 .00003987> 12.67 .278| 42.83 .009| 73.00 .001| 103.17 .000| 133.33 .00003988> 12.83 .282| 43.00 .009| 73.17 .001| 103.33 .000| 133.50 .00003989> 13.00 .284| 43.17 .009| 73.33 .001| 103.50 .000| 133.67 .00003990> 13.17 .284| 43.33 .009| 73.50 .001| 103.67 .000| 133.83 .00003991> 13.33 .280| 43.50 .008| 73.67 .001| 103.83 .000| 134.00 .00003992> 13.50 .272| 43.67 .008| 73.83 .001| 104.00 .000| 134.17 .00003993> 13.67 .263| 43.83 .008| 74.00 .001| 104.17 .000| 134.33 .00003994> 13.83 .254| 44.00 .008| 74.17 .001| 104.33 .000| 134.50 .00003995> 14.00 .245| 44.17 .008| 74.33 .001| 104.50 .000| 134.67 .00003996> 14.17 .236| 44.33 .008| 74.50 .001| 104.67 .000| 134.83 .00003997> 14.33 .226| 44.50 .008| 74.67 .001| 104.83 .000| 135.00 .00003998> 14.50 .216| 44.67 .008| 74.83 .001| 105.00 .000| 135.17 .00003999> 14.67 .208| 44.83 .008| 75.00 .001| 105.17 .000| 135.33 .00004000> 14.83 .200| 45.00 .008| 75.17 .001| 105.33 .000| 135.50 .00004001> 15.00 .192| 45.17 .008| 75.33 .001| 105.50 .000| 135.67 .00004002> 15.17 .185| 45.33 .008| 75.50 .001| 105.67 .000| 135.83 .00004003> 15.33 .178| 45.50 .007| 75.67 .001| 105.83 .000| 136.00 .00004004> 15.50 .172| 45.67 .007| 75.83 .001| 106.00 .000| 136.17 .00004005> 15.67 .166| 45.83 .007| 76.00 .001| 106.17 .000| 136.33 .00004006> 15.83 .160| 46.00 .007| 76.17 .001| 106.33 .000| 136.50 .00004007> 16.00 .154| 46.17 .007| 76.33 .001| 106.50 .000| 136.67 .00004008> 16.17 .149| 46.33 .007| 76.50 .001| 106.67 .000| 136.83 .00004009> 16.33 .144| 46.50 .007| 76.67 .001| 106.83 .000| 137.00 .00004010> 16.50 .138| 46.67 .007| 76.83 .001| 107.00 .000| 137.17 .00004011> 16.67 .133| 46.83 .007| 77.00 .001| 107.17 .000| 137.33 .00004012> 16.83 .128| 47.00 .007| 77.17 .001| 107.33 .000| 137.50 .00004013> 17.00 .123| 47.17 .007| 77.33 .001| 107.50 .000| 137.67 .00004014> 17.17 .119| 47.33 .007| 77.50 .001| 107.67 .000| 137.83 .00004015> 17.33 .114| 47.50 .007| 77.67 .001| 107.83 .000| 138.00 .00004016> 17.50 .110| 47.67 .006| 77.83 .001| 108.00 .000| 138.17 .00004017> 17.67 .106| 47.83 .006| 78.00 .001| 108.17 .000| 138.33 .00004018> 17.83 .103| 48.00 .006| 78.17 .001| 108.33 .000| 138.50 .00004019> 18.00 .100| 48.17 .006| 78.33 .001| 108.50 .000| 138.67 .00004020> 18.17 .096| 48.33 .006| 78.50 .001| 108.67 .000| 138.83 .00004021> 18.33 .094| 48.50 .006| 78.67 .001| 108.83 .000| 139.00 .00004022> 18.50 .089| 48.67 .006| 78.83 .001| 109.00 .000| 139.17 .00004023> 18.67 .085| 48.83 .006| 79.00 .001| 109.17 .000| 139.33 .00004024> 18.83 .081| 49.00 .006| 79.17 .001| 109.33 .000| 139.50 .00004025> 19.00 .077| 49.17 .006| 79.33 .001| 109.50 .000| 139.67 .00004026> 19.17 .074| 49.33 .006| 79.50 .001| 109.67 .000| 139.83 .00004027> 19.33 .070| 49.50 .006| 79.67 .001| 109.83 .000| 140.00 .00004028> 19.50 .066| 49.67 .006| 79.83 .001| 110.00 .000| 140.17 .00004029> 19.67 .062| 49.83 .006| 80.00 .001| 110.17 .000| 140.33 .00004030> 19.83 .058| 50.00 .006| 80.17 .001| 110.33 .000| 140.50 .00004031> 20.00 .054| 50.17 .006| 80.33 .001| 110.50 .000| 140.67 .00004032> 20.17 .051| 50.33 .005| 80.50 .001| 110.67 .000| 140.83 .00004033> 20.33 .048| 50.50 .005| 80.67 .001| 110.83 .000| 141.00 .00004034> 20.50 .046| 50.67 .005| 80.83 .001| 111.00 .000| 141.17 .00004035> 20.67 .043| 50.83 .005| 81.00 .001| 111.17 .000| 141.33 .00004036> 20.83 .041| 51.00 .005| 81.17 .001| 111.33 .000| 141.50 .00004037> 21.00 .040| 51.17 .005| 81.33 .001| 111.50 .000| 141.67 .00004038> 21.17 .038| 51.33 .005| 81.50 .001| 111.67 .000| 141.83 .00004039> 21.33 .038| 51.50 .005| 81.67 .001| 111.83 .000| 142.00 .00004040> 21.50 .039| 51.67 .005| 81.83 .001| 112.00 .000| 142.17 .00004041> 21.67 .039| 51.83 .005| 82.00 .001| 112.17 .000| 142.33 .00004042> 21.83 .040| 52.00 .005| 82.17 .001| 112.33 .000| 142.50 .00004043> 22.00 .041| 52.17 .005| 82.33 .001| 112.50 .000| 142.67 .00004044> 22.17 .042| 52.33 .005| 82.50 .001| 112.67 .000| 142.83 .00004045> 22.33 .042| 52.50 .005| 82.67 .001| 112.83 .000| 143.00 .00004046> 22.50 .041| 52.67 .005| 82.83 .001| 113.00 .000| 143.17 .00004047> 22.67 .039| 52.83 .005| 83.00 .001| 113.17 .000| 143.33 .00004048> 22.83 .038| 53.00 .005| 83.17 .001| 113.33 .000| 143.50 .00004049> 23.00 .037| 53.17 .005| 83.33 .001| 113.50 .000| 143.67 .00004050> 23.17 .035| 53.33 .005| 83.50 .001| 113.67 .000| 143.84 .000

(C:\...PG4.out)


04051> 23.33 .034| 53.50 .004| 83.67 .001| 113.83 .000| 144.00 .00004052> 23.50 .033| 53.67 .004| 83.83 .001| 114.00 .000| 144.17 .00004053> 23.67 .032| 53.83 .004| 84.00 .001| 114.17 .000| 144.34 .00004054> 23.83 .032| 54.00 .004| 84.17 .001| 114.33 .000| 144.50 .00004055> 24.00 .031| 54.17 .004| 84.33 .001| 114.50 .000| 144.67 .00004056> 24.17 .030| 54.33 .004| 84.50 .001| 114.67 .000| 144.84 .00004057> 24.33 .028| 54.50 .004| 84.67 .001| 114.83 .000| 145.00 .00004058> 24.50 .028| 54.67 .004| 84.83 .001| 115.00 .000| 145.17 .00004059> 24.67 .028| 54.83 .004| 85.00 .001| 115.17 .000| 145.34 .00004060> 24.83 .027| 55.00 .004| 85.17 .001| 115.33 .000| 145.50 .00004061> 25.00 .027| 55.17 .004| 85.33 .001| 115.50 .000| 145.67 .00004062> 25.17 .027| 55.33 .004| 85.50 .001| 115.67 .000| 145.84 .00004063> 25.33 .026| 55.50 .004| 85.67 .001| 115.83 .000| 146.00 .00004064> 25.50 .026| 55.67 .004| 85.83 .001| 116.00 .000| 146.17 .00004065> 25.67 .026| 55.83 .004| 86.00 .001| 116.17 .000| 146.34 .00004066> 25.83 .026| 56.00 .004| 86.17 .001| 116.33 .000| 146.50 .00004067> 26.00 .025| 56.17 .004| 86.33 .001| 116.50 .000| 146.67 .00004068> 26.17 .025| 56.33 .004| 86.50 .001| 116.67 .000| 146.84 .00004069> 26.33 .025| 56.50 .004| 86.67 .001| 116.83 .000| 147.00 .00004070> 26.50 .025| 56.67 .004| 86.83 .001| 117.00 .000| 147.17 .00004071> 26.67 .024| 56.83 .004| 87.00 .001| 117.17 .000| 147.34 .00004072> 26.83 .024| 57.00 .004| 87.17 .001| 117.33 .000| 147.50 .00004073> 27.00 .024| 57.17 .004| 87.33 .001| 117.50 .000| 147.67 .00004074> 27.17 .024| 57.33 .004| 87.50 .001| 117.67 .000| 147.84 .00004075> 27.33 .023| 57.50 .003| 87.67 .001| 117.83 .000| 148.00 .00004076> 27.50 .023| 57.67 .003| 87.83 .001| 118.00 .000| 148.17 .00004077> 27.67 .023| 57.83 .003| 88.00 .001| 118.17 .000| 148.34 .00004078> 27.83 .023| 58.00 .003| 88.17 .001| 118.33 .000| 148.50 .00004079> 28.00 .022| 58.17 .003| 88.33 .001| 118.50 .000| 148.67 .00004080> 28.17 .022| 58.33 .003| 88.50 .000| 118.67 .000| 148.84 .00004081> 28.33 .022| 58.50 .003| 88.67 .000| 118.83 .000| 149.00 .00004082> 28.50 .022| 58.67 .003| 88.83 .000| 119.00 .000| 149.17 .00004083> 28.67 .021| 58.83 .003| 89.00 .000| 119.17 .000| 149.34 .00004084> 28.83 .021| 59.00 .003| 89.17 .000| 119.33 .000| 149.50 .00004085> 29.00 .021| 59.17 .003| 89.33 .000| 119.50 .000| 149.67 .00004086> 29.17 .021| 59.33 .003| 89.50 .000| 119.67 .000| 149.84 .00004087> 29.33 .021| 59.50 .003| 89.67 .000| 119.83 .000| 150.00 .00004088> 29.50 .020| 59.67 .003| 89.83 .000| 120.00 .000| 150.17 .00004089> 29.67 .020| 59.83 .003| 90.00 .000| 120.17 .000| 150.34 .00004090> 29.83 .020| 60.00 .003| 90.17 .000| 120.33 .000|04091> 30.00 .020| 60.17 .003| 90.33 .000| 120.50 .000|04092> --------------------------------------------------------------------------------04093> 005:0012------------------------------------------------------------------------04094> *South Pond to Wetland* 04095> * 04096> ----------------------04097> | CALIB STANDHYD | Area (ha)= 6.3704098> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0004099> ----------------------04100> IMPERVIOUS PERVIOUS (i)04101> Surface Area (ha)= 4.46 1.9104102> Dep. Storage (mm)= 2.00 5.0004103> Average Slope (%)= .50 2.0004104> Length (m)= 206.00 40.0004105> Mannings n = .015 .20004106> 04107> Max.eff.Inten.(mm/hr)= 37.80 40.7604108> over (min) 8.00 16.0004109> Storage Coeff. (min)= 7.80 (ii) 16.64 (ii)04110> Unit Hyd. Tpeak (min)= 8.00 16.0004111> Unit Hyd. peak (cms)= .14 .0704112> *TOTALS*04113> PEAK FLOW (cms)= .37 .19 .558 (iii)04114> TIME TO PEAK (hrs)= 12.00 12.03 12.00004115> RUNOFF VOLUME (mm)= 88.00 52.48 72.01804116> TOTAL RAINFALL (mm)= 90.00 90.00 90.00004117> RUNOFF COEFFICIENT = .98 .58 .80004118> 04119> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:04120> CN* = 75.0 Ia = Dep. Storage (Above)04121> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL04122> THAN THE STORAGE COEFFICIENT.04123> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04124> 04125> --------------------------------------------------------------------------------04126> 005:0013------------------------------------------------------------------------04127> *South Pond, Pond 2* 04128> ---------------------04129> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.04130> | IN>09:(203 ) |04131> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========04132> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE04133> (cms) (ha.m.) | (cms) (ha.m.)04134> .000 .0000E+00 | .183 .1775E+0004135> .019 .1115E+00 | .248 .2075E+0004136> .079 .1250E+00 | .351 .2500E+0004137> .143 .1575E+00 | .000 .0000E+0004138> 04139> ROUTING RESULTS AREA QPEAK TPEAK R.V.04140> -------------------- (ha) (cms) (hrs) (mm)04141> INFLOW >09: (203 ) 6.37 .558 12.000 72.01804142> OUTFLOW<07: (Pond2 ) 6.37 .247 12.400 72.01704143> OVERFLOW<10: (C1over) .00 .000 .000 .00004144> 04145> TOTAL NUMBER OF SIMULATED OVERFLOWS = 004146> CUMULATIVE TIME OF OVERFLOWS (hours)= .0004147> PERCENTAGE OF TIME OVERFLOWING (%)= .0004148> 04149> 04150> PEAK FLOW REDUCTION [Qout/Qin](%)= 44.24004151> TIME SHIFT OF PEAK FLOW (min)= 24.0004152> MAXIMUM STORAGE USED (ha.m.)=.2069E+0004153> 04154> --------------------------------------------------------------------------------04155> 005:0014------------------------------------------------------------------------04156> --------------------04157> | PRINT HYD | AREA (ha)= 6.37004158> | ID=07 (Pond2 ) | QPEAK (cms)= .247 (i)04159> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 12.40004160> -------------------- VOLUME (mm)= 72.01704161> 04162> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04163> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW04164> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms04165> .00 .000| 29.50 .014| 59.00 .002| 88.50 .000| 118.00 .00004166> .17 .000| 29.67 .013| 59.17 .002| 88.67 .000| 118.17 .00004167> .33 .000| 29.83 .013| 59.33 .002| 88.83 .000| 118.33 .00004168> .50 .000| 30.00 .013| 59.50 .002| 89.00 .000| 118.50 .00004169> .67 .000| 30.17 .013| 59.67 .002| 89.17 .000| 118.67 .00004170> .83 .000| 30.33 .013| 59.83 .002| 89.33 .000| 118.83 .00004171> 1.00 .000| 30.50 .013| 60.00 .002| 89.50 .000| 119.00 .00004172> 1.17 .000| 30.67 .013| 60.17 .002| 89.67 .000| 119.17 .00004173> 1.33 .000| 30.83 .012| 60.33 .002| 89.83 .000| 119.33 .00004174> 1.50 .000| 31.00 .012| 60.50 .002| 90.00 .000| 119.50 .00004175> 1.67 .000| 31.17 .012| 60.67 .002| 90.17 .000| 119.67 .00004176> 1.83 .000| 31.33 .012| 60.83 .002| 90.33 .000| 119.83 .00004177> 2.00 .000| 31.50 .012| 61.00 .002| 90.50 .000| 120.00 .00004178> 2.17 .000| 31.67 .012| 61.17 .002| 90.67 .000| 120.17 .00004179> 2.33 .000| 31.83 .012| 61.33 .002| 90.83 .000| 120.33 .00004180> 2.50 .000| 32.00 .012| 61.50 .002| 91.00 .000| 120.50 .00004181> 2.67 .000| 32.17 .012| 61.67 .002| 91.17 .000| 120.67 .00004182> 2.83 .000| 32.33 .011| 61.83 .002| 91.33 .000| 120.83 .00004183> 3.00 .000| 32.50 .011| 62.00 .002| 91.50 .000| 121.00 .00004184> 3.17 .000| 32.67 .011| 62.17 .002| 91.67 .000| 121.17 .00004185> 3.33 .001| 32.83 .011| 62.33 .002| 91.83 .000| 121.33 .000

04186> 3.50 .001| 33.00 .011| 62.50 .002| 92.00 .000| 121.50 .00004187> 3.67 .001| 33.17 .011| 62.67 .002| 92.17 .000| 121.67 .00004188> 3.83 .001| 33.33 .011| 62.83 .002| 92.33 .000| 121.83 .00004189> 4.00 .001| 33.50 .011| 63.00 .002| 92.50 .000| 122.00 .00004190> 4.17 .001| 33.67 .010| 63.17 .002| 92.67 .000| 122.17 .00004191> 4.33 .001| 33.83 .010| 63.33 .002| 92.83 .000| 122.33 .00004192> 4.50 .002| 34.00 .010| 63.50 .002| 93.00 .000| 122.50 .00004193> 4.67 .002| 34.17 .010| 63.67 .002| 93.17 .000| 122.67 .00004194> 4.83 .002| 34.33 .010| 63.83 .002| 93.33 .000| 122.83 .00004195> 5.00 .002| 34.50 .010| 64.00 .002| 93.50 .000| 123.00 .00004196> 5.17 .002| 34.67 .010| 64.17 .002| 93.67 .000| 123.17 .00004197> 5.33 .002| 34.83 .010| 64.33 .002| 93.83 .000| 123.33 .00004198> 5.50 .002| 35.00 .010| 64.50 .002| 94.00 .000| 123.50 .00004199> 5.67 .002| 35.17 .010| 64.67 .002| 94.17 .000| 123.67 .00004200> 5.83 .003| 35.33 .009| 64.83 .002| 94.33 .000| 123.83 .00004201> 6.00 .003| 35.50 .009| 65.00 .002| 94.50 .000| 124.00 .00004202> 6.17 .003| 35.67 .009| 65.17 .002| 94.67 .000| 124.17 .00004203> 6.33 .003| 35.83 .009| 65.33 .002| 94.83 .000| 124.33 .00004204> 6.50 .003| 36.00 .009| 65.50 .001| 95.00 .000| 124.50 .00004205> 6.67 .003| 36.17 .009| 65.67 .001| 95.17 .000| 124.67 .00004206> 6.83 .004| 36.33 .009| 65.83 .001| 95.33 .000| 124.83 .00004207> 7.00 .004| 36.50 .009| 66.00 .001| 95.50 .000| 125.00 .00004208> 7.17 .004| 36.67 .009| 66.17 .001| 95.67 .000| 125.17 .00004209> 7.33 .004| 36.83 .009| 66.33 .001| 95.83 .000| 125.33 .00004210> 7.50 .004| 37.00 .009| 66.50 .001| 96.00 .000| 125.50 .00004211> 7.67 .004| 37.17 .008| 66.67 .001| 96.17 .000| 125.67 .00004212> 7.83 .005| 37.33 .008| 66.83 .001| 96.33 .000| 125.83 .00004213> 8.00 .005| 37.50 .008| 67.00 .001| 96.50 .000| 126.00 .00004214> 8.17 .005| 37.67 .008| 67.17 .001| 96.67 .000| 126.17 .00004215> 8.33 .005| 37.83 .008| 67.33 .001| 96.83 .000| 126.33 .00004216> 8.50 .005| 38.00 .008| 67.50 .001| 97.00 .000| 126.50 .00004217> 8.67 .006| 38.17 .008| 67.67 .001| 97.17 .000| 126.67 .00004218> 8.83 .006| 38.33 .008| 67.83 .001| 97.33 .000| 126.83 .00004219> 9.00 .006| 38.50 .008| 68.00 .001| 97.50 .000| 127.00 .00004220> 9.17 .006| 38.67 .008| 68.17 .001| 97.67 .000| 127.17 .00004221> 9.33 .007| 38.83 .008| 68.33 .001| 97.83 .000| 127.33 .00004222> 9.50 .007| 39.00 .008| 68.50 .001| 98.00 .000| 127.50 .00004223> 9.67 .007| 39.17 .007| 68.67 .001| 98.17 .000| 127.67 .00004224> 9.83 .007| 39.33 .007| 68.83 .001| 98.33 .000| 127.83 .00004225> 10.00 .008| 39.50 .007| 69.00 .001| 98.50 .000| 128.00 .00004226> 10.17 .008| 39.67 .007| 69.17 .001| 98.67 .000| 128.17 .00004227> 10.33 .008| 39.83 .007| 69.33 .001| 98.83 .000| 128.33 .00004228> 10.50 .009| 40.00 .007| 69.50 .001| 99.00 .000| 128.50 .00004229> 10.67 .009| 40.17 .007| 69.67 .001| 99.17 .000| 128.67 .00004230> 10.83 .010| 40.33 .007| 69.83 .001| 99.33 .000| 128.83 .00004231> 11.00 .010| 40.50 .007| 70.00 .001| 99.50 .000| 129.00 .00004232> 11.17 .012| 40.67 .007| 70.17 .001| 99.67 .000| 129.17 .00004233> 11.33 .015| 40.83 .007| 70.33 .001| 99.83 .000| 129.33 .00004234> 11.50 .026| 41.00 .007| 70.50 .001| 100.00 .000| 129.50 .00004235> 11.67 .106| 41.17 .007| 70.67 .001| 100.17 .000| 129.67 .00004236> 11.83 .153| 41.33 .007| 70.83 .001| 100.33 .000| 129.83 .00004237> 12.00 .199| 41.50 .006| 71.00 .001| 100.50 .000| 130.00 .00004238> 12.17 .235| 41.67 .006| 71.17 .001| 100.67 .000| 130.17 .00004239> 12.33 .246| 41.83 .006| 71.33 .001| 100.83 .000| 130.33 .00004240> 12.50 .245| 42.00 .006| 71.50 .001| 101.00 .000| 130.50 .00004241> 12.67 .240| 42.17 .006| 71.67 .001| 101.17 .000| 130.67 .00004242> 12.83 .234| 42.33 .006| 71.83 .001| 101.33 .000| 130.83 .00004243> 13.00 .227| 42.50 .006| 72.00 .001| 101.50 .000| 131.00 .00004244> 13.17 .219| 42.67 .006| 72.17 .001| 101.67 .000| 131.17 .00004245> 13.33 .206| 42.83 .006| 72.33 .001| 101.83 .000| 131.33 .00004246> 13.50 .193| 43.00 .006| 72.50 .001| 102.00 .000| 131.50 .00004247> 13.67 .179| 43.17 .006| 72.67 .001| 102.17 .000| 131.67 .00004248> 13.83 .168| 43.33 .006| 72.83 .001| 102.33 .000| 131.83 .00004249> 14.00 .157| 43.50 .006| 73.00 .001| 102.50 .000| 132.00 .00004250> 14.17 .147| 43.67 .006| 73.17 .001| 102.67 .000| 132.17 .00004251> 14.33 .137| 43.83 .006| 73.33 .001| 102.83 .000| 132.33 .00004252> 14.50 .127| 44.00 .006| 73.50 .001| 103.00 .000| 132.50 .00004253> 14.67 .118| 44.17 .006| 73.67 .001| 103.17 .000| 132.67 .00004254> 14.83 .110| 44.33 .005| 73.83 .001| 103.33 .000| 132.83 .00004255> 15.00 .103| 44.50 .005| 74.00 .001| 103.50 .000| 133.00 .00004256> 15.17 .096| 44.67 .005| 74.17 .001| 103.67 .000| 133.17 .00004257> 15.33 .090| 44.83 .005| 74.33 .001| 103.83 .000| 133.33 .00004258> 15.50 .085| 45.00 .005| 74.50 .001| 104.00 .000| 133.50 .00004259> 15.67 .081| 45.17 .005| 74.67 .001| 104.17 .000| 133.67 .00004260> 15.83 .074| 45.33 .005| 74.83 .001| 104.33 .000| 133.83 .00004261> 16.00 .067| 45.50 .005| 75.00 .001| 104.50 .000| 134.00 .00004262> 16.17 .061| 45.67 .005| 75.17 .001| 104.67 .000| 134.17 .00004263> 16.33 .055| 45.83 .005| 75.33 .001| 104.83 .000| 134.33 .00004264> 16.50 .049| 46.00 .005| 75.50 .001| 105.00 .000| 134.50 .00004265> 16.67 .045| 46.17 .005| 75.67 .001| 105.17 .000| 134.67 .00004266> 16.83 .042| 46.33 .005| 75.83 .001| 105.33 .000| 134.83 .00004267> 17.00 .039| 46.50 .005| 76.00 .001| 105.50 .000| 135.00 .00004268> 17.17 .037| 46.67 .005| 76.17 .001| 105.67 .000| 135.17 .00004269> 17.33 .035| 46.83 .005| 76.33 .001| 105.83 .000| 135.33 .00004270> 17.50 .034| 47.00 .005| 76.50 .001| 106.00 .000| 135.50 .00004271> 17.67 .033| 47.17 .005| 76.67 .001| 106.17 .000| 135.67 .00004272> 17.83 .032| 47.33 .005| 76.83 .001| 106.33 .000| 135.83 .00004273> 18.00 .031| 47.50 .004| 77.00 .001| 106.50 .000| 136.00 .00004274> 18.17 .031| 47.67 .004| 77.17 .001| 106.67 .000| 136.17 .00004275> 18.33 .030| 47.83 .004| 77.33 .001| 106.83 .000| 136.33 .00004276> 18.50 .030| 48.00 .004| 77.50 .001| 107.00 .000| 136.50 .00004277> 18.67 .030| 48.17 .004| 77.67 .001| 107.17 .000| 136.67 .00004278> 18.83 .030| 48.33 .004| 77.83 .001| 107.33 .000| 136.83 .00004279> 19.00 .030| 48.50 .004| 78.00 .001| 107.50 .000| 137.00 .00004280> 19.17 .029| 48.67 .004| 78.17 .001| 107.67 .000| 137.17 .00004281> 19.33 .027| 48.83 .004| 78.33 .001| 107.83 .000| 137.33 .00004282> 19.50 .025| 49.00 .004| 78.50 .001| 108.00 .000| 137.50 .00004283> 19.67 .023| 49.17 .004| 78.67 .001| 108.17 .000| 137.67 .00004284> 19.83 .021| 49.33 .004| 78.83 .001| 108.33 .000| 137.83 .00004285> 20.00 .020| 49.50 .004| 79.00 .001| 108.50 .000| 138.00 .00004286> 20.17 .019| 49.67 .004| 79.17 .001| 108.67 .000| 138.17 .00004287> 20.33 .019| 49.83 .004| 79.33 .001| 108.83 .000| 138.33 .00004288> 20.50 .019| 50.00 .004| 79.50 .001| 109.00 .000| 138.50 .00004289> 20.67 .019| 50.17 .004| 79.67 .001| 109.17 .000| 138.67 .00004290> 20.83 .019| 50.33 .004| 79.83 .001| 109.33 .000| 138.83 .00004291> 21.00 .019| 50.50 .004| 80.00 .001| 109.50 .000| 139.00 .00004292> 21.17 .019| 50.67 .004| 80.17 .001| 109.67 .000| 139.17 .00004293> 21.33 .019| 50.83 .004| 80.33 .001| 109.83 .000| 139.33 .00004294> 21.50 .019| 51.00 .004| 80.50 .001| 110.00 .000| 139.50 .00004295> 21.67 .019| 51.17 .004| 80.67 .001| 110.17 .000| 139.67 .00004296> 21.83 .021| 51.33 .004| 80.83 .001| 110.33 .000| 139.83 .00004297> 22.00 .023| 51.50 .004| 81.00 .001| 110.50 .000| 140.00 .00004298> 22.17 .024| 51.67 .003| 81.17 .001| 110.67 .000| 140.17 .00004299> 22.33 .023| 51.83 .003| 81.33 .001| 110.83 .000| 140.33 .00004300> 22.50 .022| 52.00 .003| 81.50 .001| 111.00 .000| 140.50 .00004301> 22.67 .020| 52.17 .003| 81.67 .001| 111.17 .000| 140.67 .00004302> 22.83 .019| 52.33 .003| 81.83 .001| 111.33 .000| 140.83 .00004303> 23.00 .019| 52.50 .003| 82.00 .001| 111.50 .000| 141.00 .00004304> 23.17 .019| 52.67 .003| 82.17 .001| 111.67 .000| 141.17 .00004305> 23.33 .019| 52.83 .003| 82.33 .001| 111.83 .000| 141.33 .00004306> 23.50 .019| 53.00 .003| 82.50 .001| 112.00 .000| 141.50 .00004307> 23.67 .019| 53.17 .003| 82.67 .001| 112.17 .000| 141.67 .00004308> 23.83 .019| 53.33 .003| 82.83 .001| 112.33 .000| 141.83 .00004309> 24.00 .019| 53.50 .003| 83.00 .001| 112.50 .000| 142.00 .00004310> 24.17 .019| 53.67 .003| 83.17 .001| 112.67 .000| 142.17 .00004311> 24.33 .019| 53.83 .003| 83.33 .000| 112.83 .000| 142.33 .00004312> 24.50 .018| 54.00 .003| 83.50 .000| 113.00 .000| 142.50 .00004313> 24.67 .018| 54.17 .003| 83.67 .000| 113.17 .000| 142.67 .00004314> 24.83 .018| 54.33 .003| 83.83 .000| 113.33 .000| 142.83 .00004315> 25.00 .018| 54.50 .003| 84.00 .000| 113.50 .000| 143.00 .00004316> 25.17 .018| 54.67 .003| 84.17 .000| 113.67 .000| 143.17 .00004317> 25.33 .017| 54.83 .003| 84.33 .000| 113.83 .000| 143.33 .00004318> 25.50 .017| 55.00 .003| 84.50 .000| 114.00 .000| 143.50 .00004319> 25.67 .017| 55.17 .003| 84.67 .000| 114.17 .000| 143.67 .00004320> 25.83 .017| 55.33 .003| 84.83 .000| 114.33 .000| 143.84 .000

(C:\...PG4.out)


04321> 26.00 .017| 55.50 .003| 85.00 .000| 114.50 .000| 144.00 .00004322> 26.17 .017| 55.67 .003| 85.17 .000| 114.67 .000| 144.17 .00004323> 26.33 .016| 55.83 .003| 85.33 .000| 114.83 .000| 144.34 .00004324> 26.50 .016| 56.00 .003| 85.50 .000| 115.00 .000| 144.50 .00004325> 26.67 .016| 56.17 .003| 85.67 .000| 115.17 .000| 144.67 .00004326> 26.83 .016| 56.33 .003| 85.83 .000| 115.33 .000| 144.84 .00004327> 27.00 .016| 56.50 .003| 86.00 .000| 115.50 .000| 145.00 .00004328> 27.17 .016| 56.67 .003| 86.17 .000| 115.67 .000| 145.17 .00004329> 27.33 .015| 56.83 .003| 86.33 .000| 115.83 .000| 145.34 .00004330> 27.50 .015| 57.00 .003| 86.50 .000| 116.00 .000| 145.50 .00004331> 27.67 .015| 57.17 .002| 86.67 .000| 116.17 .000| 145.67 .00004332> 27.83 .015| 57.33 .002| 86.83 .000| 116.33 .000| 145.84 .00004333> 28.00 .015| 57.50 .002| 87.00 .000| 116.50 .000| 146.00 .00004334> 28.17 .015| 57.67 .002| 87.17 .000| 116.67 .000| 146.17 .00004335> 28.33 .015| 57.83 .002| 87.33 .000| 116.83 .000| 146.34 .00004336> 28.50 .014| 58.00 .002| 87.50 .000| 117.00 .000| 146.50 .00004337> 28.67 .014| 58.17 .002| 87.67 .000| 117.17 .000| 146.67 .00004338> 28.83 .014| 58.33 .002| 87.83 .000| 117.33 .000| 146.84 .00004339> 29.00 .014| 58.50 .002| 88.00 .000| 117.50 .000| 147.00 .00004340> 29.17 .014| 58.67 .002| 88.17 .000| 117.67 .000|04341> 29.33 .014| 58.83 .002| 88.33 .000| 117.83 .000|04342> --------------------------------------------------------------------------------04343> 005:0015------------------------------------------------------------------------04344> --------------------------------------------------------------------------------04345> 005:0002------------------------------------------------------------------------04346> --------------------------------------------------------------------------------04347> 005:0002------------------------------------------------------------------------04348> --------------------------------------------------------------------------------04349> 005:0002------------------------------------------------------------------------04350> --------------------------------------------------------------------------------04351> 005:0002------------------------------------------------------------------------04352> --------------------------------------------------------------------------------04353> 005:0002------------------------------------------------------------------------04354> ** END OF RUN : 504355> 04356> *******************************************************************************04357> 04358> 04359> 04360> 04361> 04362> --------------------04363> | START | Project dir.: C:\SWMHYM~1\PARISG~1\ 04364> -------------------- Rainfall dir.: C:\SWMHYM~1\PARISG~1\ 04365> TZERO = .00 hrs on 004366> METOUT= 2 (output = METRIC) 04367> NRUN = 00604368> NSTORM= 204369> # 1=100SCS24.stm 04370> # 2=Hzl12h15.stm.stm 04371> --------------------------------------------------------------------------------04372> 006:0002------------------------------------------------------------------------04373> *#******************************************************************************04374> *# Project Name: [Paris Grand] Project Number: [PGD020165] 04375> *# Date : 09-27-2012 04376> *# Modeller : [L.Garner] 04377> *# Company : R.J. Burnside & Associates Ltd. 04378> *# License # : 3877524 04379> *#******************************************************************************04380> *25mm Chicago Storm Distribution for Credit Valley, ON (4-hour)* 04381> --------------------------------------------------------------------------------04382> 006:0002------------------------------------------------------------------------04383> --------------------04384> | READ STORM | Filename: 100-Year SCS Type-II Storm Distribution 04385> | Ptotal= 110.40 mm| Comments: 100-Year SCS Type-II Storm Distribution 04386> --------------------04387> TIME RAIN | TIME RAIN | TIME RAIN | TIME RAIN04388> hrs mm/hr | hrs mm/hr | hrs mm/hr | hrs mm/hr04389> 1.00 1.104 | 7.00 2.208 | 13.00 13.248 | 19.00 2.20804390> 2.00 1.104 | 8.00 2.208 | 14.00 5.520 | 20.00 1.10404391> 3.00 1.104 | 9.00 3.312 | 15.00 3.312 | 21.00 1.10404392> 4.00 2.208 | 10.00 3.312 | 16.00 3.312 | 22.00 2.20804393> 5.00 1.104 | 11.00 5.520 | 17.00 2.208 | 23.00 1.10404394> 6.00 2.208 | 12.00 46.368 | 18.00 2.208 | 24.00 1.10404395> 04396> --------------------------------------------------------------------------------04397> 006:0003------------------------------------------------------------------------04398> * 04399> *PRE-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 04400> * 04401> *East Side of Creek* 04402> * 04403> ----------------------04404> | CALIB NASHYD | Area (ha)= 13.01 Curve Number (CN)=61.0004405> | 01:101 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0004406> ---------------------- U.H. Tp(hrs)= .29004407> 04408> Unit Hyd Qpeak (cms)= 1.71404409> 04410> PEAK FLOW (cms)= .697 (i)04411> TIME TO PEAK (hrs)= 12.06704412> RUNOFF VOLUME (mm)= 43.07304413> TOTAL RAINFALL (mm)= 110.40004414> RUNOFF COEFFICIENT = .39004415> 04416> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04417> 04418> --------------------------------------------------------------------------------04419> 006:0004------------------------------------------------------------------------04420> *West Side of Creek* 04421> * 04422> ----------------------04423> | CALIB NASHYD | Area (ha)= 6.86 Curve Number (CN)=61.0004424> | 02:102 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0004425> ---------------------- U.H. Tp(hrs)= .16004426> 04427> Unit Hyd Qpeak (cms)= 1.63804428> 04429> PEAK FLOW (cms)= .407 (i)04430> TIME TO PEAK (hrs)= 12.00004431> RUNOFF VOLUME (mm)= 43.07304432> TOTAL RAINFALL (mm)= 110.40004433> RUNOFF COEFFICIENT = .39004434> 04435> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04436> 04437> --------------------------------------------------------------------------------04438> 006:0005------------------------------------------------------------------------04439> *Wetland* 04440> * 04441> ----------------------04442> | CALIB NASHYD | Area (ha)= 6.27 Curve Number (CN)=61.0004443> | 03:103 DT= 2.00 | Ia (mm)= 2.500 # of Linear Res.(N)= 3.0004444> ---------------------- U.H. Tp(hrs)= .24004445> 04446> Unit Hyd Qpeak (cms)= .99804447> 04448> PEAK FLOW (cms)= .351 (i)04449> TIME TO PEAK (hrs)= 12.03304450> RUNOFF VOLUME (mm)= 43.07304451> TOTAL RAINFALL (mm)= 110.40004452> RUNOFF COEFFICIENT = .39004453> 04454> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04455>

04456> --------------------------------------------------------------------------------04457> 006:0006------------------------------------------------------------------------04458> * 04459> *POST-DEVELOPMENT FLOW RATES FOR AREAS DISCHARGING TO GILBERT CREEK* 04460> * 04461> *East Side of Creek* 04462> * 04463> ----------------------04464> | CALIB STANDHYD | Area (ha)= 21.4704465> | 04:201 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0004466> ----------------------04467> IMPERVIOUS PERVIOUS (i)04468> Surface Area (ha)= 12.24 9.2304469> Dep. Storage (mm)= 2.00 5.0004470> Average Slope (%)= .50 2.0004471> Length (m)= 378.00 40.0004472> Mannings n = .015 .20004473> 04474> Max.eff.Inten.(mm/hr)= 46.37 48.6204475> over (min) 10.00 18.0004476> Storage Coeff. (min)= 10.35 (ii) 18.59 (ii)04477> Unit Hyd. Tpeak (min)= 10.00 18.0004478> Unit Hyd. peak (cms)= .11 .0604479> *TOTALS*04480> PEAK FLOW (cms)= 1.10 1.09 2.174 (iii)04481> TIME TO PEAK (hrs)= 12.00 12.07 12.00004482> RUNOFF VOLUME (mm)= 108.39 68.11 84.23204483> TOTAL RAINFALL (mm)= 110.40 110.40 110.40004484> RUNOFF COEFFICIENT = .98 .62 .76304485> 04486> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:04487> CN* = 75.0 Ia = Dep. Storage (Above)04488> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL04489> THAN THE STORAGE COEFFICIENT.04490> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04491> 04492> --------------------------------------------------------------------------------04493> 006:0007------------------------------------------------------------------------04494> *East Pond, Pond 1* 04495> ---------------------04496> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.04497> | IN>04:(201 ) |04498> | OUT<05:(Pond1 ) | ========= OUTLFOW STORAGE TABLE =========04499> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE04500> (cms) (ha.m.) | (cms) (ha.m.)04501> .000 .0000E+00 | .362 .6000E+0004502> .053 .3059E+00 | .492 .7200E+0004503> .156 .3725E+00 | .697 .8900E+0004504> .283 .5170E+00 | .000 .0000E+0004505> 04506> ROUTING RESULTS AREA QPEAK TPEAK R.V.04507> -------------------- (ha) (cms) (hrs) (mm)04508> INFLOW >04: (201 ) 21.47 2.174 12.000 84.23204509> OUTFLOW<05: (Pond1 ) 21.47 .695 13.100 84.23104510> OVERFLOW<10: (C1over) .00 .000 .000 .00004511> 04512> TOTAL NUMBER OF SIMULATED OVERFLOWS = 004513> CUMULATIVE TIME OF OVERFLOWS (hours)= .0004514> PERCENTAGE OF TIME OVERFLOWING (%)= .0004515> 04516> 04517> PEAK FLOW REDUCTION [Qout/Qin](%)= 31.95304518> TIME SHIFT OF PEAK FLOW (min)= 66.0004519> MAXIMUM STORAGE USED (ha.m.)=.8881E+0004520> 04521> --------------------------------------------------------------------------------04522> 006:0008------------------------------------------------------------------------04523> --------------------04524> | PRINT HYD | AREA (ha)= 21.47004525> | ID=05 (Pond1 ) | QPEAK (cms)= .695 (i)04526> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 13.10004527> -------------------- VOLUME (mm)= 84.23104528> 04529> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04530> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW04531> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms04532> .00 .000| 32.67 .033| 65.33 .004| 98.00 .001| 130.67 .00004533> .17 .000| 32.83 .033| 65.50 .004| 98.17 .001| 130.83 .00004534> .33 .000| 33.00 .033| 65.67 .004| 98.33 .001| 131.00 .00004535> .50 .000| 33.17 .032| 65.83 .004| 98.50 .001| 131.17 .00004536> .67 .000| 33.33 .032| 66.00 .004| 98.67 .001| 131.33 .00004537> .83 .000| 33.50 .032| 66.17 .004| 98.83 .001| 131.50 .00004538> 1.00 .000| 33.67 .031| 66.33 .004| 99.00 .001| 131.67 .00004539> 1.17 .000| 33.83 .031| 66.50 .004| 99.17 .001| 131.83 .00004540> 1.33 .000| 34.00 .031| 66.67 .004| 99.33 .001| 132.00 .00004541> 1.50 .000| 34.17 .030| 66.83 .004| 99.50 .001| 132.17 .00004542> 1.67 .000| 34.33 .030| 67.00 .004| 99.67 .001| 132.33 .00004543> 1.83 .000| 34.50 .030| 67.17 .004| 99.83 .001| 132.50 .00004544> 2.00 .000| 34.67 .029| 67.33 .004| 100.00 .000| 132.67 .00004545> 2.17 .000| 34.83 .029| 67.50 .004| 100.17 .000| 132.83 .00004546> 2.33 .000| 35.00 .029| 67.67 .004| 100.33 .000| 133.00 .00004547> 2.50 .001| 35.17 .028| 67.83 .004| 100.50 .000| 133.17 .00004548> 2.67 .001| 35.33 .028| 68.00 .004| 100.67 .000| 133.33 .00004549> 2.83 .001| 35.50 .028| 68.17 .004| 100.83 .000| 133.50 .00004550> 3.00 .001| 35.67 .028| 68.33 .004| 101.00 .000| 133.67 .00004551> 3.17 .002| 35.83 .027| 68.50 .004| 101.17 .000| 133.83 .00004552> 3.33 .002| 36.00 .027| 68.67 .004| 101.33 .000| 134.00 .00004553> 3.50 .003| 36.17 .027| 68.83 .003| 101.50 .000| 134.17 .00004554> 3.67 .003| 36.33 .026| 69.00 .003| 101.67 .000| 134.33 .00004555> 3.83 .004| 36.50 .026| 69.17 .003| 101.83 .000| 134.50 .00004556> 4.00 .004| 36.67 .026| 69.33 .003| 102.00 .000| 134.67 .00004557> 4.17 .005| 36.83 .026| 69.50 .003| 102.17 .000| 134.83 .00004558> 4.33 .005| 37.00 .025| 69.67 .003| 102.33 .000| 135.00 .00004559> 4.50 .005| 37.17 .025| 69.83 .003| 102.50 .000| 135.17 .00004560> 4.67 .006| 37.33 .025| 70.00 .003| 102.67 .000| 135.33 .00004561> 4.83 .006| 37.50 .025| 70.17 .003| 102.83 .000| 135.50 .00004562> 5.00 .006| 37.67 .024| 70.33 .003| 103.00 .000| 135.67 .00004563> 5.17 .006| 37.83 .024| 70.50 .003| 103.17 .000| 135.83 .00004564> 5.33 .007| 38.00 .024| 70.67 .003| 103.33 .000| 136.00 .00004565> 5.50 .007| 38.17 .024| 70.83 .003| 103.50 .000| 136.17 .00004566> 5.67 .008| 38.33 .023| 71.00 .003| 103.67 .000| 136.33 .00004567> 5.83 .008| 38.50 .023| 71.17 .003| 103.83 .000| 136.50 .00004568> 6.00 .009| 38.67 .023| 71.33 .003| 104.00 .000| 136.67 .00004569> 6.17 .010| 38.83 .023| 71.50 .003| 104.17 .000| 136.83 .00004570> 6.33 .010| 39.00 .022| 71.67 .003| 104.33 .000| 137.00 .00004571> 6.50 .011| 39.17 .022| 71.83 .003| 104.50 .000| 137.17 .00004572> 6.67 .011| 39.33 .022| 72.00 .003| 104.67 .000| 137.33 .00004573> 6.83 .012| 39.50 .022| 72.17 .003| 104.83 .000| 137.50 .00004574> 7.00 .012| 39.67 .021| 72.33 .003| 105.00 .000| 137.67 .00004575> 7.17 .013| 39.83 .021| 72.50 .003| 105.17 .000| 137.83 .00004576> 7.33 .013| 40.00 .021| 72.67 .003| 105.33 .000| 138.00 .00004577> 7.50 .014| 40.17 .021| 72.83 .003| 105.50 .000| 138.17 .00004578> 7.67 .015| 40.33 .021| 73.00 .003| 105.67 .000| 138.33 .00004579> 7.83 .015| 40.50 .020| 73.17 .003| 105.83 .000| 138.50 .00004580> 8.00 .016| 40.67 .020| 73.33 .003| 106.00 .000| 138.67 .00004581> 8.17 .016| 40.83 .020| 73.50 .003| 106.17 .000| 138.83 .00004582> 8.33 .017| 41.00 .020| 73.67 .003| 106.33 .000| 139.00 .00004583> 8.50 .018| 41.17 .020| 73.83 .003| 106.50 .000| 139.17 .00004584> 8.67 .019| 41.33 .019| 74.00 .003| 106.67 .000| 139.33 .00004585> 8.83 .020| 41.50 .019| 74.17 .002| 106.83 .000| 139.50 .00004586> 9.00 .021| 41.67 .019| 74.33 .002| 107.00 .000| 139.67 .00004587> 9.17 .022| 41.83 .019| 74.50 .002| 107.17 .000| 139.83 .00004588> 9.33 .023| 42.00 .019| 74.67 .002| 107.33 .000| 140.00 .00004589> 9.50 .024| 42.17 .018| 74.83 .002| 107.50 .000| 140.17 .00004590> 9.67 .025| 42.33 .018| 75.00 .002| 107.67 .000| 140.33 .000

LGarner

Text Box

100 YR

(C:\...PG4.out)


04591> 9.83 .026| 42.50 .018| 75.17 .002| 107.83 .000| 140.50 .00004592> 10.00 .027| 42.67 .018| 75.33 .002| 108.00 .000| 140.67 .00004593> 10.17 .028| 42.83 .018| 75.50 .002| 108.17 .000| 140.83 .00004594> 10.33 .029| 43.00 .017| 75.67 .002| 108.33 .000| 141.00 .00004595> 10.50 .031| 43.17 .017| 75.83 .002| 108.50 .000| 141.17 .00004596> 10.67 .033| 43.33 .017| 76.00 .002| 108.67 .000| 141.33 .00004597> 10.83 .034| 43.50 .017| 76.17 .002| 108.83 .000| 141.50 .00004598> 11.00 .036| 43.67 .017| 76.33 .002| 109.00 .000| 141.67 .00004599> 11.17 .040| 43.83 .017| 76.50 .002| 109.17 .000| 141.83 .00004600> 11.33 .050| 44.00 .016| 76.67 .002| 109.33 .000| 142.00 .00004601> 11.50 .155| 44.17 .016| 76.83 .002| 109.50 .000| 142.17 .00004602> 11.67 .240| 44.33 .016| 77.00 .002| 109.67 .000| 142.33 .00004603> 11.83 .333| 44.50 .016| 77.17 .002| 109.83 .000| 142.50 .00004604> 12.00 .442| 44.67 .016| 77.33 .002| 110.00 .000| 142.67 .00004605> 12.17 .550| 44.83 .016| 77.50 .002| 110.17 .000| 142.83 .00004606> 12.33 .621| 45.00 .015| 77.67 .002| 110.33 .000| 143.00 .00004607> 12.50 .658| 45.17 .015| 77.83 .002| 110.50 .000| 143.17 .00004608> 12.67 .677| 45.33 .015| 78.00 .002| 110.67 .000| 143.33 .00004609> 12.83 .687| 45.50 .015| 78.17 .002| 110.83 .000| 143.50 .00004610> 13.00 .693| 45.67 .015| 78.33 .002| 111.00 .000| 143.67 .00004611> 13.17 .694| 45.83 .015| 78.50 .002| 111.17 .000| 143.84 .00004612> 13.33 .684| 46.00 .014| 78.67 .002| 111.33 .000| 144.00 .00004613> 13.50 .666| 46.17 .014| 78.83 .002| 111.50 .000| 144.17 .00004614> 13.67 .646| 46.33 .014| 79.00 .002| 111.67 .000| 144.34 .00004615> 13.83 .624| 46.50 .014| 79.17 .002| 111.83 .000| 144.50 .00004616> 14.00 .603| 46.67 .014| 79.33 .002| 112.00 .000| 144.67 .00004617> 14.17 .581| 46.83 .014| 79.50 .002| 112.17 .000| 144.84 .00004618> 14.33 .559| 47.00 .014| 79.67 .002| 112.33 .000| 145.00 .00004619> 14.50 .535| 47.17 .013| 79.83 .002| 112.50 .000| 145.17 .00004620> 14.67 .511| 47.33 .013| 80.00 .002| 112.67 .000| 145.34 .00004621> 14.83 .489| 47.50 .013| 80.17 .002| 112.83 .000| 145.50 .00004622> 15.00 .470| 47.67 .013| 80.33 .002| 113.00 .000| 145.67 .00004623> 15.17 .452| 47.83 .013| 80.50 .002| 113.17 .000| 145.84 .00004624> 15.33 .435| 48.00 .013| 80.67 .002| 113.33 .000| 146.00 .00004625> 15.50 .419| 48.17 .013| 80.83 .002| 113.50 .000| 146.17 .00004626> 15.67 .404| 48.33 .012| 81.00 .002| 113.67 .000| 146.34 .00004627> 15.83 .390| 48.50 .012| 81.17 .002| 113.83 .000| 146.50 .00004628> 16.00 .376| 48.67 .012| 81.33 .002| 114.00 .000| 146.67 .00004629> 16.17 .364| 48.83 .012| 81.50 .002| 114.17 .000| 146.84 .00004630> 16.33 .352| 49.00 .012| 81.67 .002| 114.33 .000| 147.00 .00004631> 16.50 .340| 49.17 .012| 81.83 .002| 114.50 .000| 147.17 .00004632> 16.67 .328| 49.33 .012| 82.00 .002| 114.67 .000| 147.34 .00004633> 16.83 .317| 49.50 .012| 82.17 .002| 114.83 .000| 147.50 .00004634> 17.00 .306| 49.67 .011| 82.33 .001| 115.00 .000| 147.67 .00004635> 17.17 .296| 49.83 .011| 82.50 .001| 115.17 .000| 147.84 .00004636> 17.33 .286| 50.00 .011| 82.67 .001| 115.33 .000| 148.00 .00004637> 17.50 .277| 50.17 .011| 82.83 .001| 115.50 .000| 148.17 .00004638> 17.67 .269| 50.33 .011| 83.00 .001| 115.67 .000| 148.34 .00004639> 17.83 .262| 50.50 .011| 83.17 .001| 115.83 .000| 148.50 .00004640> 18.00 .254| 50.67 .011| 83.33 .001| 116.00 .000| 148.67 .00004641> 18.17 .248| 50.83 .011| 83.50 .001| 116.17 .000| 148.84 .00004642> 18.33 .241| 51.00 .011| 83.67 .001| 116.33 .000| 149.00 .00004643> 18.50 .235| 51.17 .010| 83.83 .001| 116.50 .000| 149.17 .00004644> 18.67 .229| 51.33 .010| 84.00 .001| 116.67 .000| 149.34 .00004645> 18.83 .223| 51.50 .010| 84.17 .001| 116.83 .000| 149.50 .00004646> 19.00 .218| 51.67 .010| 84.33 .001| 117.00 .000| 149.67 .00004647> 19.17 .213| 51.83 .010| 84.50 .001| 117.17 .000| 149.84 .00004648> 19.33 .207| 52.00 .010| 84.67 .001| 117.33 .000| 150.00 .00004649> 19.50 .200| 52.17 .010| 84.83 .001| 117.50 .000| 150.17 .00004650> 19.67 .193| 52.33 .010| 85.00 .001| 117.67 .000| 150.34 .00004651> 19.83 .187| 52.50 .010| 85.17 .001| 117.83 .000| 150.50 .00004652> 20.00 .181| 52.67 .010| 85.33 .001| 118.00 .000| 150.67 .00004653> 20.17 .175| 52.83 .009| 85.50 .001| 118.17 .000| 150.84 .00004654> 20.33 .169| 53.00 .009| 85.67 .001| 118.33 .000| 151.00 .00004655> 20.50 .163| 53.17 .009| 85.83 .001| 118.50 .000| 151.17 .00004656> 20.67 .158| 53.33 .009| 86.00 .001| 118.67 .000| 151.34 .00004657> 20.83 .151| 53.50 .009| 86.17 .001| 118.83 .000| 151.50 .00004658> 21.00 .143| 53.67 .009| 86.33 .001| 119.00 .000| 151.67 .00004659> 21.17 .136| 53.83 .009| 86.50 .001| 119.17 .000| 151.84 .00004660> 21.33 .131| 54.00 .009| 86.67 .001| 119.33 .000| 152.00 .00004661> 21.50 .129| 54.17 .009| 86.83 .001| 119.50 .000| 152.17 .00004662> 21.67 .127| 54.33 .009| 87.00 .001| 119.67 .000| 152.34 .00004663> 21.83 .126| 54.50 .009| 87.17 .001| 119.83 .000| 152.50 .00004664> 22.00 .125| 54.67 .008| 87.33 .001| 120.00 .000| 152.67 .00004665> 22.17 .124| 54.83 .008| 87.50 .001| 120.17 .000| 152.84 .00004666> 22.33 .122| 55.00 .008| 87.67 .001| 120.33 .000| 153.00 .00004667> 22.50 .118| 55.17 .008| 87.83 .001| 120.50 .000| 153.17 .00004668> 22.67 .114| 55.33 .008| 88.00 .001| 120.67 .000| 153.34 .00004669> 22.83 .109| 55.50 .008| 88.17 .001| 120.83 .000| 153.50 .00004670> 23.00 .105| 55.67 .008| 88.33 .001| 121.00 .000| 153.67 .00004671> 23.17 .102| 55.83 .008| 88.50 .001| 121.17 .000| 153.84 .00004672> 23.33 .098| 56.00 .008| 88.67 .001| 121.33 .000| 154.00 .00004673> 23.50 .095| 56.17 .008| 88.83 .001| 121.50 .000| 154.17 .00004674> 23.67 .092| 56.33 .008| 89.00 .001| 121.67 .000| 154.34 .00004675> 23.83 .089| 56.50 .008| 89.17 .001| 121.83 .000| 154.50 .00004676> 24.00 .087| 56.67 .007| 89.33 .001| 122.00 .000| 154.67 .00004677> 24.17 .084| 56.83 .007| 89.50 .001| 122.17 .000| 154.84 .00004678> 24.33 .079| 57.00 .007| 89.67 .001| 122.33 .000| 155.00 .00004679> 24.50 .074| 57.17 .007| 89.83 .001| 122.50 .000| 155.17 .00004680> 24.67 .068| 57.33 .007| 90.00 .001| 122.67 .000| 155.34 .00004681> 24.83 .063| 57.50 .007| 90.17 .001| 122.83 .000| 155.50 .00004682> 25.00 .058| 57.67 .007| 90.33 .001| 123.00 .000| 155.67 .00004683> 25.17 .053| 57.83 .007| 90.50 .001| 123.17 .000| 155.84 .00004684> 25.33 .052| 58.00 .007| 90.67 .001| 123.33 .000| 156.00 .00004685> 25.50 .052| 58.17 .007| 90.83 .001| 123.50 .000| 156.17 .00004686> 25.67 .051| 58.33 .007| 91.00 .001| 123.67 .000| 156.34 .00004687> 25.83 .051| 58.50 .007| 91.17 .001| 123.83 .000| 156.50 .00004688> 26.00 .050| 58.67 .007| 91.33 .001| 124.00 .000| 156.67 .00004689> 26.17 .050| 58.83 .006| 91.50 .001| 124.17 .000| 156.84 .00004690> 26.33 .049| 59.00 .006| 91.67 .001| 124.33 .000| 157.00 .00004691> 26.50 .049| 59.17 .006| 91.83 .001| 124.50 .000| 157.17 .00004692> 26.67 .048| 59.33 .006| 92.00 .001| 124.67 .000| 157.34 .00004693> 26.83 .048| 59.50 .006| 92.17 .001| 124.83 .000| 157.50 .00004694> 27.00 .047| 59.67 .006| 92.33 .001| 125.00 .000| 157.67 .00004695> 27.17 .047| 59.83 .006| 92.50 .001| 125.17 .000| 157.84 .00004696> 27.33 .046| 60.00 .006| 92.67 .001| 125.33 .000| 158.00 .00004697> 27.50 .046| 60.17 .006| 92.83 .001| 125.50 .000| 158.17 .00004698> 27.67 .045| 60.33 .006| 93.00 .001| 125.67 .000| 158.34 .00004699> 27.83 .045| 60.50 .006| 93.17 .001| 125.83 .000| 158.50 .00004700> 28.00 .044| 60.67 .006| 93.33 .001| 126.00 .000| 158.67 .00004701> 28.17 .044| 60.83 .006| 93.50 .001| 126.17 .000| 158.84 .00004702> 28.33 .043| 61.00 .006| 93.67 .001| 126.33 .000| 159.01 .00004703> 28.50 .043| 61.17 .006| 93.83 .001| 126.50 .000| 159.17 .00004704> 28.67 .043| 61.33 .006| 94.00 .001| 126.67 .000| 159.34 .00004705> 28.83 .042| 61.50 .005| 94.17 .001| 126.83 .000| 159.51 .00004706> 29.00 .042| 61.67 .005| 94.33 .001| 127.00 .000| 159.67 .00004707> 29.17 .041| 61.83 .005| 94.50 .001| 127.17 .000| 159.84 .00004708> 29.33 .041| 62.00 .005| 94.67 .001| 127.33 .000| 160.01 .00004709> 29.50 .040| 62.17 .005| 94.83 .001| 127.50 .000| 160.17 .00004710> 29.67 .040| 62.33 .005| 95.00 .001| 127.67 .000| 160.34 .00004711> 29.83 .040| 62.50 .005| 95.17 .001| 127.83 .000| 160.51 .00004712> 30.00 .039| 62.67 .005| 95.33 .001| 128.00 .000| 160.67 .00004713> 30.17 .039| 62.83 .005| 95.50 .001| 128.17 .000| 160.84 .00004714> 30.33 .038| 63.00 .005| 95.67 .001| 128.33 .000| 161.01 .00004715> 30.50 .038| 63.17 .005| 95.83 .001| 128.50 .000| 161.17 .00004716> 30.67 .038| 63.33 .005| 96.00 .001| 128.67 .000| 161.34 .00004717> 30.83 .037| 63.50 .005| 96.17 .001| 128.83 .000| 161.51 .00004718> 31.00 .037| 63.67 .005| 96.33 .001| 129.00 .000| 161.67 .00004719> 31.17 .036| 63.83 .005| 96.50 .001| 129.17 .000| 161.84 .00004720> 31.33 .036| 64.00 .005| 96.67 .001| 129.33 .000| 162.01 .00004721> 31.50 .036| 64.17 .005| 96.83 .001| 129.50 .000| 162.17 .00004722> 31.67 .035| 64.33 .005| 97.00 .001| 129.67 .000| 162.34 .00004723> 31.83 .035| 64.50 .005| 97.17 .001| 129.83 .000| 162.51 .00004724> 32.00 .035| 64.67 .005| 97.33 .001| 130.00 .000|04725> 32.17 .034| 64.83 .004| 97.50 .001| 130.17 .000|

04726> 32.33 .034| 65.00 .004| 97.67 .001| 130.33 .000|04727> 32.50 .034| 65.17 .004| 97.83 .001| 130.50 .000|04728> --------------------------------------------------------------------------------04729> 006:0009------------------------------------------------------------------------04730> *West Side of Gilbert Creek* 04731> * 04732> ----------------------04733> | CALIB STANDHYD | Area (ha)= 11.2304734> | 07:202 DT= 2.00 | Total Imp(%)= 57.00 Dir. Conn.(%)= 40.0004735> ----------------------04736> IMPERVIOUS PERVIOUS (i)04737> Surface Area (ha)= 6.40 4.8304738> Dep. Storage (mm)= 2.00 5.0004739> Average Slope (%)= .50 2.0004740> Length (m)= 274.00 40.0004741> Mannings n = .015 .20004742> 04743> Max.eff.Inten.(mm/hr)= 46.37 48.8304744> over (min) 8.00 16.0004745> Storage Coeff. (min)= 8.53 (ii) 16.76 (ii)04746> Unit Hyd. Tpeak (min)= 8.00 16.0004747> Unit Hyd. peak (cms)= .14 .0704748> *TOTALS*04749> PEAK FLOW (cms)= .58 .58 1.157 (iii)04750> TIME TO PEAK (hrs)= 12.00 12.03 12.00004751> RUNOFF VOLUME (mm)= 108.40 68.12 84.23204752> TOTAL RAINFALL (mm)= 110.40 110.40 110.40004753> RUNOFF COEFFICIENT = .98 .62 .76304754> 04755> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:04756> CN* = 75.0 Ia = Dep. Storage (Above)04757> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL04758> THAN THE STORAGE COEFFICIENT.04759> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04760> 04761> --------------------------------------------------------------------------------04762> 006:0010------------------------------------------------------------------------04763> *Wast Pond, Pond 3* 04764> ---------------------04765> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.04766> | IN>07:(202 ) |04767> | OUT<08:(Pond3 ) | ========= OUTLFOW STORAGE TABLE =========04768> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE04769> (cms) (ha.m.) | (cms) (ha.m.)04770> .000 .0000E+00 | .213 .3050E+0004771> .028 .1600E+00 | .289 .3650E+0004772> .093 .1930E+00 | .407 .4450E+0004773> .168 .2625E+00 | .000 .0000E+0004774> 04775> ROUTING RESULTS AREA QPEAK TPEAK R.V.04776> -------------------- (ha) (cms) (hrs) (mm)04777> INFLOW >07: (202 ) 11.23 1.157 12.000 84.23204778> OUTFLOW<08: (Pond3 ) 11.23 .405 12.800 84.23104779> OVERFLOW<10: (C1over) .00 .000 .000 .00004780> 04781> TOTAL NUMBER OF SIMULATED OVERFLOWS = 004782> CUMULATIVE TIME OF OVERFLOWS (hours)= .0004783> PERCENTAGE OF TIME OVERFLOWING (%)= .0004784> 04785> 04786> PEAK FLOW REDUCTION [Qout/Qin](%)= 35.00304787> TIME SHIFT OF PEAK FLOW (min)= 48.0004788> MAXIMUM STORAGE USED (ha.m.)=.4437E+0004789> 04790> --------------------------------------------------------------------------------04791> 006:0011------------------------------------------------------------------------04792> --------------------04793> | PRINT HYD | AREA (ha)= 11.23004794> | ID=08 (Pond3 ) | QPEAK (cms)= .405 (i)04795> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 12.80004796> -------------------- VOLUME (mm)= 84.23104797> 04798> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.04799> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW04800> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms04801> .00 .000| 30.17 .020| 60.33 .003| 90.50 .000| 120.67 .00004802> .17 .000| 30.33 .020| 60.50 .003| 90.67 .000| 120.83 .00004803> .33 .000| 30.50 .020| 60.67 .003| 90.83 .000| 121.00 .00004804> .50 .000| 30.67 .019| 60.83 .003| 91.00 .000| 121.17 .00004805> .67 .000| 30.83 .019| 61.00 .003| 91.17 .000| 121.33 .00004806> .83 .000| 31.00 .019| 61.17 .003| 91.33 .000| 121.50 .00004807> 1.00 .000| 31.17 .019| 61.33 .003| 91.50 .000| 121.67 .00004808> 1.17 .000| 31.33 .019| 61.50 .003| 91.67 .000| 121.83 .00004809> 1.33 .000| 31.50 .018| 61.67 .003| 91.83 .000| 122.00 .00004810> 1.50 .000| 31.67 .018| 61.83 .003| 92.00 .000| 122.17 .00004811> 1.67 .000| 31.83 .018| 62.00 .003| 92.17 .000| 122.33 .00004812> 1.83 .000| 32.00 .018| 62.17 .003| 92.33 .000| 122.50 .00004813> 2.00 .000| 32.17 .018| 62.33 .003| 92.50 .000| 122.67 .00004814> 2.17 .000| 32.33 .017| 62.50 .003| 92.67 .000| 122.83 .00004815> 2.33 .000| 32.50 .017| 62.67 .003| 92.83 .000| 123.00 .00004816> 2.50 .000| 32.67 .017| 62.83 .003| 93.00 .000| 123.17 .00004817> 2.67 .001| 32.83 .017| 63.00 .003| 93.17 .000| 123.33 .00004818> 2.83 .001| 33.00 .017| 63.17 .002| 93.33 .000| 123.50 .00004819> 3.00 .001| 33.17 .016| 63.33 .002| 93.50 .000| 123.67 .00004820> 3.17 .001| 33.33 .016| 63.50 .002| 93.67 .000| 123.83 .00004821> 3.33 .001| 33.50 .016| 63.67 .002| 93.83 .000| 124.00 .00004822> 3.50 .001| 33.67 .016| 63.83 .002| 94.00 .000| 124.17 .00004823> 3.67 .002| 33.83 .016| 64.00 .002| 94.17 .000| 124.33 .00004824> 3.83 .002| 34.00 .016| 64.17 .002| 94.33 .000| 124.50 .00004825> 4.00 .002| 34.17 .015| 64.33 .002| 94.50 .000| 124.67 .00004826> 4.17 .003| 34.33 .015| 64.50 .002| 94.67 .000| 124.83 .00004827> 4.33 .003| 34.50 .015| 64.67 .002| 94.83 .000| 125.00 .00004828> 4.50 .003| 34.67 .015| 64.83 .002| 95.00 .000| 125.17 .00004829> 4.67 .003| 34.83 .015| 65.00 .002| 95.17 .000| 125.33 .00004830> 4.83 .003| 35.00 .015| 65.17 .002| 95.33 .000| 125.50 .00004831> 5.00 .003| 35.17 .015| 65.33 .002| 95.50 .000| 125.67 .00004832> 5.17 .003| 35.33 .014| 65.50 .002| 95.67 .000| 125.83 .00004833> 5.33 .004| 35.50 .014| 65.67 .002| 95.83 .000| 126.00 .00004834> 5.50 .004| 35.67 .014| 65.83 .002| 96.00 .000| 126.17 .00004835> 5.67 .004| 35.83 .014| 66.00 .002| 96.17 .000| 126.33 .00004836> 5.83 .005| 36.00 .014| 66.17 .002| 96.33 .000| 126.50 .00004837> 6.00 .005| 36.17 .014| 66.33 .002| 96.50 .000| 126.67 .00004838> 6.17 .005| 36.33 .014| 66.50 .002| 96.67 .000| 126.83 .00004839> 6.33 .005| 36.50 .013| 66.67 .002| 96.83 .000| 127.00 .00004840> 6.50 .006| 36.67 .013| 66.83 .002| 97.00 .000| 127.17 .00004841> 6.67 .006| 36.83 .013| 67.00 .002| 97.17 .000| 127.33 .00004842> 6.83 .006| 37.00 .013| 67.17 .002| 97.33 .000| 127.50 .00004843> 7.00 .007| 37.17 .013| 67.33 .002| 97.50 .000| 127.67 .00004844> 7.17 .007| 37.33 .013| 67.50 .002| 97.67 .000| 127.83 .00004845> 7.33 .007| 37.50 .013| 67.67 .002| 97.83 .000| 128.00 .00004846> 7.50 .008| 37.67 .012| 67.83 .002| 98.00 .000| 128.17 .00004847> 7.67 .008| 37.83 .012| 68.00 .002| 98.17 .000| 128.33 .00004848> 7.83 .008| 38.00 .012| 68.17 .002| 98.33 .000| 128.50 .00004849> 8.00 .008| 38.17 .012| 68.33 .002| 98.50 .000| 128.67 .00004850> 8.17 .009| 38.33 .012| 68.50 .002| 98.67 .000| 128.83 .00004851> 8.33 .009| 38.50 .012| 68.67 .002| 98.83 .000| 129.00 .00004852> 8.50 .010| 38.67 .012| 68.83 .002| 99.00 .000| 129.17 .00004853> 8.67 .010| 38.83 .012| 69.00 .002| 99.17 .000| 129.33 .00004854> 8.83 .011| 39.00 .011| 69.17 .002| 99.33 .000| 129.50 .00004855> 9.00 .011| 39.17 .011| 69.33 .002| 99.50 .000| 129.67 .00004856> 9.17 .012| 39.33 .011| 69.50 .002| 99.67 .000| 129.83 .00004857> 9.33 .012| 39.50 .011| 69.67 .002| 99.83 .000| 130.00 .00004858> 9.50 .013| 39.67 .011| 69.83 .002| 100.00 .000| 130.17 .00004859> 9.67 .013| 39.83 .011| 70.00 .002| 100.17 .000| 130.33 .00004860> 9.83 .014| 40.00 .011| 70.17 .002| 100.33 .000| 130.50 .000

(C:\...PG4.out)


04861> 10.00 .014| 40.17 .011| 70.33 .002| 100.50 .000| 130.67 .00004862> 10.17 .015| 40.33 .010| 70.50 .002| 100.67 .000| 130.83 .00004863> 10.33 .016| 40.50 .010| 70.67 .002| 100.83 .000| 131.00 .00004864> 10.50 .016| 40.67 .010| 70.83 .002| 101.00 .000| 131.17 .00004865> 10.67 .017| 40.83 .010| 71.00 .002| 101.17 .000| 131.33 .00004866> 10.83 .018| 41.00 .010| 71.17 .002| 101.33 .000| 131.50 .00004867> 11.00 .019| 41.17 .010| 71.33 .001| 101.50 .000| 131.67 .00004868> 11.17 .022| 41.33 .010| 71.50 .001| 101.67 .000| 131.83 .00004869> 11.33 .028| 41.50 .010| 71.67 .001| 101.83 .000| 132.00 .00004870> 11.50 .107| 41.67 .010| 71.83 .001| 102.00 .000| 132.17 .00004871> 11.67 .161| 41.83 .010| 72.00 .001| 102.17 .000| 132.33 .00004872> 11.83 .218| 42.00 .009| 72.17 .001| 102.33 .000| 132.50 .00004873> 12.00 .285| 42.17 .009| 72.33 .001| 102.50 .000| 132.67 .00004874> 12.17 .351| 42.33 .009| 72.50 .001| 102.67 .000| 132.83 .00004875> 12.33 .385| 42.50 .009| 72.67 .001| 102.83 .000| 133.00 .00004876> 12.50 .399| 42.67 .009| 72.83 .001| 103.00 .000| 133.17 .00004877> 12.67 .404| 42.83 .009| 73.00 .001| 103.17 .000| 133.33 .00004878> 12.83 .405| 43.00 .009| 73.17 .001| 103.33 .000| 133.50 .00004879> 13.00 .404| 43.17 .009| 73.33 .001| 103.50 .000| 133.67 .00004880> 13.17 .400| 43.33 .009| 73.50 .001| 103.67 .000| 133.83 .00004881> 13.33 .388| 43.50 .009| 73.67 .001| 103.83 .000| 134.00 .00004882> 13.50 .373| 43.67 .009| 73.83 .001| 104.00 .000| 134.17 .00004883> 13.67 .357| 43.83 .008| 74.00 .001| 104.17 .000| 134.33 .00004884> 13.83 .341| 44.00 .008| 74.17 .001| 104.33 .000| 134.50 .00004885> 14.00 .326| 44.17 .008| 74.33 .001| 104.50 .000| 134.67 .00004886> 14.17 .311| 44.33 .008| 74.50 .001| 104.67 .000| 134.83 .00004887> 14.33 .295| 44.50 .008| 74.67 .001| 104.83 .000| 135.00 .00004888> 14.50 .281| 44.67 .008| 74.83 .001| 105.00 .000| 135.17 .00004889> 14.67 .268| 44.83 .008| 75.00 .001| 105.17 .000| 135.33 .00004890> 14.83 .255| 45.00 .008| 75.17 .001| 105.33 .000| 135.50 .00004891> 15.00 .244| 45.17 .008| 75.33 .001| 105.50 .000| 135.67 .00004892> 15.17 .233| 45.33 .008| 75.50 .001| 105.67 .000| 135.83 .00004893> 15.33 .223| 45.50 .008| 75.67 .001| 105.83 .000| 136.00 .00004894> 15.50 .213| 45.67 .008| 75.83 .001| 106.00 .000| 136.17 .00004895> 15.67 .206| 45.83 .007| 76.00 .001| 106.17 .000| 136.33 .00004896> 15.83 .199| 46.00 .007| 76.17 .001| 106.33 .000| 136.50 .00004897> 16.00 .192| 46.17 .007| 76.33 .001| 106.50 .000| 136.67 .00004898> 16.17 .186| 46.33 .007| 76.50 .001| 106.67 .000| 136.83 .00004899> 16.33 .179| 46.50 .007| 76.67 .001| 106.83 .000| 137.00 .00004900> 16.50 .173| 46.67 .007| 76.83 .001| 107.00 .000| 137.17 .00004901> 16.67 .166| 46.83 .007| 77.00 .001| 107.17 .000| 137.33 .00004902> 16.83 .160| 47.00 .007| 77.17 .001| 107.33 .000| 137.50 .00004903> 17.00 .154| 47.17 .007| 77.33 .001| 107.50 .000| 137.67 .00004904> 17.17 .148| 47.33 .007| 77.50 .001| 107.67 .000| 137.83 .00004905> 17.33 .143| 47.50 .007| 77.67 .001| 107.83 .000| 138.00 .00004906> 17.50 .138| 47.67 .007| 77.83 .001| 108.00 .000| 138.17 .00004907> 17.67 .133| 47.83 .007| 78.00 .001| 108.17 .000| 138.33 .00004908> 17.83 .129| 48.00 .006| 78.17 .001| 108.33 .000| 138.50 .00004909> 18.00 .124| 48.17 .006| 78.33 .001| 108.50 .000| 138.67 .00004910> 18.17 .121| 48.33 .006| 78.50 .001| 108.67 .000| 138.83 .00004911> 18.33 .117| 48.50 .006| 78.67 .001| 108.83 .000| 139.00 .00004912> 18.50 .114| 48.67 .006| 78.83 .001| 109.00 .000| 139.17 .00004913> 18.67 .110| 48.83 .006| 79.00 .001| 109.17 .000| 139.33 .00004914> 18.83 .107| 49.00 .006| 79.17 .001| 109.33 .000| 139.50 .00004915> 19.00 .105| 49.17 .006| 79.33 .001| 109.50 .000| 139.67 .00004916> 19.17 .102| 49.33 .006| 79.50 .001| 109.67 .000| 139.83 .00004917> 19.33 .098| 49.50 .006| 79.67 .001| 109.83 .000| 140.00 .00004918> 19.50 .095| 49.67 .006| 79.83 .001| 110.00 .000| 140.17 .00004919> 19.67 .089| 49.83 .006| 80.00 .001| 110.17 .000| 140.33 .00004920> 19.83 .083| 50.00 .006| 80.17 .001| 110.33 .000| 140.50 .00004921> 20.00 .078| 50.17 .006| 80.33 .001| 110.50 .000| 140.67 .00004922> 20.17 .072| 50.33 .006| 80.50 .001| 110.67 .000| 140.83 .00004923> 20.33 .068| 50.50 .006| 80.67 .001| 110.83 .000| 141.00 .00004924> 20.50 .064| 50.67 .005| 80.83 .001| 111.00 .000| 141.17 .00004925> 20.67 .060| 50.83 .005| 81.00 .001| 111.17 .000| 141.33 .00004926> 20.83 .057| 51.00 .005| 81.17 .001| 111.33 .000| 141.50 .00004927> 21.00 .054| 51.17 .005| 81.33 .001| 111.50 .000| 141.67 .00004928> 21.17 .052| 51.33 .005| 81.50 .001| 111.67 .000| 141.83 .00004929> 21.33 .052| 51.50 .005| 81.67 .001| 111.83 .000| 142.00 .00004930> 21.50 .052| 51.67 .005| 81.83 .001| 112.00 .000| 142.17 .00004931> 21.67 .053| 51.83 .005| 82.00 .001| 112.17 .000| 142.33 .00004932> 21.83 .054| 52.00 .005| 82.17 .001| 112.33 .000| 142.50 .00004933> 22.00 .055| 52.17 .005| 82.33 .001| 112.50 .000| 142.67 .00004934> 22.17 .055| 52.33 .005| 82.50 .001| 112.67 .000| 142.83 .00004935> 22.33 .054| 52.50 .005| 82.67 .001| 112.83 .000| 143.00 .00004936> 22.50 .053| 52.67 .005| 82.83 .001| 113.00 .000| 143.17 .00004937> 22.67 .051| 52.83 .005| 83.00 .001| 113.17 .000| 143.33 .00004938> 22.83 .049| 53.00 .005| 83.17 .001| 113.33 .000| 143.50 .00004939> 23.00 .047| 53.17 .005| 83.33 .001| 113.50 .000| 143.67 .00004940> 23.17 .045| 53.33 .005| 83.50 .001| 113.67 .000| 143.84 .00004941> 23.33 .044| 53.50 .005| 83.67 .001| 113.83 .000| 144.00 .00004942> 23.50 .043| 53.67 .005| 83.83 .001| 114.00 .000| 144.17 .00004943> 23.67 .041| 53.83 .004| 84.00 .001| 114.17 .000| 144.34 .00004944> 23.83 .040| 54.00 .004| 84.17 .001| 114.33 .000| 144.50 .00004945> 24.00 .039| 54.17 .004| 84.33 .001| 114.50 .000| 144.67 .00004946> 24.17 .038| 54.33 .004| 84.50 .001| 114.67 .000| 144.84 .00004947> 24.33 .036| 54.50 .004| 84.67 .001| 114.83 .000| 145.00 .00004948> 24.50 .032| 54.67 .004| 84.83 .001| 115.00 .000| 145.17 .00004949> 24.67 .029| 54.83 .004| 85.00 .001| 115.17 .000| 145.34 .00004950> 24.83 .028| 55.00 .004| 85.17 .001| 115.33 .000| 145.50 .00004951> 25.00 .028| 55.17 .004| 85.33 .001| 115.50 .000| 145.67 .00004952> 25.17 .027| 55.33 .004| 85.50 .001| 115.67 .000| 145.84 .00004953> 25.33 .027| 55.50 .004| 85.67 .001| 115.83 .000| 146.00 .00004954> 25.50 .027| 55.67 .004| 85.83 .001| 116.00 .000| 146.17 .00004955> 25.67 .026| 55.83 .004| 86.00 .001| 116.17 .000| 146.34 .00004956> 25.83 .026| 56.00 .004| 86.17 .001| 116.33 .000| 146.50 .00004957> 26.00 .026| 56.17 .004| 86.33 .001| 116.50 .000| 146.67 .00004958> 26.17 .026| 56.33 .004| 86.50 .001| 116.67 .000| 146.84 .00004959> 26.33 .025| 56.50 .004| 86.67 .001| 116.83 .000| 147.00 .00004960> 26.50 .025| 56.67 .004| 86.83 .001| 117.00 .000| 147.17 .00004961> 26.67 .025| 56.83 .004| 87.00 .001| 117.17 .000| 147.34 .00004962> 26.83 .025| 57.00 .004| 87.17 .001| 117.33 .000| 147.50 .00004963> 27.00 .024| 57.17 .004| 87.33 .001| 117.50 .000| 147.67 .00004964> 27.17 .024| 57.33 .004| 87.50 .001| 117.67 .000| 147.84 .00004965> 27.33 .024| 57.50 .004| 87.67 .001| 117.83 .000| 148.00 .00004966> 27.50 .024| 57.67 .004| 87.83 .001| 118.00 .000| 148.17 .00004967> 27.67 .023| 57.83 .003| 88.00 .001| 118.17 .000| 148.34 .00004968> 27.83 .023| 58.00 .003| 88.17 .001| 118.33 .000| 148.50 .00004969> 28.00 .023| 58.17 .003| 88.33 .001| 118.50 .000| 148.67 .00004970> 28.17 .023| 58.33 .003| 88.50 .001| 118.67 .000| 148.84 .00004971> 28.33 .022| 58.50 .003| 88.67 .000| 118.83 .000| 149.00 .00004972> 28.50 .022| 58.67 .003| 88.83 .000| 119.00 .000| 149.17 .00004973> 28.67 .022| 58.83 .003| 89.00 .000| 119.17 .000| 149.34 .00004974> 28.83 .022| 59.00 .003| 89.17 .000| 119.33 .000| 149.50 .00004975> 29.00 .021| 59.17 .003| 89.33 .000| 119.50 .000| 149.67 .00004976> 29.17 .021| 59.33 .003| 89.50 .000| 119.67 .000| 149.84 .00004977> 29.33 .021| 59.50 .003| 89.67 .000| 119.83 .000| 150.00 .00004978> 29.50 .021| 59.67 .003| 89.83 .000| 120.00 .000| 150.17 .00004979> 29.67 .021| 59.83 .003| 90.00 .000| 120.17 .000| 150.34 .00004980> 29.83 .020| 60.00 .003| 90.17 .000| 120.33 .000| 150.50 .00004981> 30.00 .020| 60.17 .003| 90.33 .000| 120.50 .000| 150.67 .00004982> --------------------------------------------------------------------------------04983> 006:0012------------------------------------------------------------------------04984> *South Pond to Wetland* 04985> * 04986> ----------------------04987> | CALIB STANDHYD | Area (ha)= 6.3704988> | 09:203 DT= 2.00 | Total Imp(%)= 70.00 Dir. Conn.(%)= 55.0004989> ----------------------04990> IMPERVIOUS PERVIOUS (i)04991> Surface Area (ha)= 4.46 1.9104992> Dep. Storage (mm)= 2.00 5.0004993> Average Slope (%)= .50 2.0004994> Length (m)= 206.00 40.0004995> Mannings n = .015 .200

04996> 04997> Max.eff.Inten.(mm/hr)= 46.37 53.7804998> over (min) 8.00 16.0004999> Storage Coeff. (min)= 7.19 (ii) 15.10 (ii)05000> Unit Hyd. Tpeak (min)= 8.00 16.0005001> Unit Hyd. peak (cms)= .15 .0705002> *TOTALS*05003> PEAK FLOW (cms)= .45 .26 .709 (iii)05004> TIME TO PEAK (hrs)= 12.00 12.03 12.00005005> RUNOFF VOLUME (mm)= 108.40 70.10 91.16805006> TOTAL RAINFALL (mm)= 110.40 110.40 110.40005007> RUNOFF COEFFICIENT = .98 .63 .82605008> 05009> (i) CN PROCEDURE SELECTED FOR PERVIOUS LOSSES:05010> CN* = 75.0 Ia = Dep. Storage (Above)05011> (ii) TIME STEP (DT) SHOULD BE SMALLER OR EQUAL05012> THAN THE STORAGE COEFFICIENT.05013> (iii) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.05014> 05015> --------------------------------------------------------------------------------05016> 006:0013------------------------------------------------------------------------05017> *South Pond, Pond 2* 05018> ---------------------05019> | ROUTE RESERVOIR | Requested routing time step = 2.0 min.05020> | IN>09:(203 ) |05021> | OUT<07:(Pond2 ) | ========= OUTLFOW STORAGE TABLE =========05022> --------------------- OUTFLOW STORAGE | OUTFLOW STORAGE05023> (cms) (ha.m.) | (cms) (ha.m.)05024> .000 .0000E+00 | .183 .1775E+0005025> .019 .1115E+00 | .248 .2075E+0005026> .079 .1250E+00 | .351 .2500E+0005027> .143 .1575E+00 | .000 .0000E+0005028> 05029> ROUTING RESULTS AREA QPEAK TPEAK R.V.05030> -------------------- (ha) (cms) (hrs) (mm)05031> INFLOW >09: (203 ) 6.37 .709 12.000 91.16805032> OUTFLOW<07: (Pond2 ) 6.37 .349 12.300 91.16705033> OVERFLOW<10: (C1over) .00 .000 .000 .00005034> 05035> TOTAL NUMBER OF SIMULATED OVERFLOWS = 005036> CUMULATIVE TIME OF OVERFLOWS (hours)= .0005037> PERCENTAGE OF TIME OVERFLOWING (%)= .0005038> 05039> 05040> PEAK FLOW REDUCTION [Qout/Qin](%)= 49.18805041> TIME SHIFT OF PEAK FLOW (min)= 18.0005042> MAXIMUM STORAGE USED (ha.m.)=.2492E+0005043> 05044> --------------------------------------------------------------------------------05045> 006:0014------------------------------------------------------------------------05046> --------------------05047> | PRINT HYD | AREA (ha)= 6.37005048> | ID=07 (Pond2 ) | QPEAK (cms)= .349 (i)05049> | DT= 2.00 PCYC= 5 | TPEAK (hrs)= 12.30005050> -------------------- VOLUME (mm)= 91.16705051> 05052> (i) PEAK FLOW DOES NOT INCLUDE BASEFLOW IF ANY.05053> TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW | TIME FLOW05054> hrs cms | hrs cms | hrs cms | hrs cms | hrs cms05055> .00 .000| 29.50 .014| 59.00 .002| 88.50 .000| 118.00 .00005056> .17 .000| 29.67 .014| 59.17 .002| 88.67 .000| 118.17 .00005057> .33 .000| 29.83 .014| 59.33 .002| 88.83 .000| 118.33 .00005058> .50 .000| 30.00 .013| 59.50 .002| 89.00 .000| 118.50 .00005059> .67 .000| 30.17 .013| 59.67 .002| 89.17 .000| 118.67 .00005060> .83 .000| 30.33 .013| 59.83 .002| 89.33 .000| 118.83 .00005061> 1.00 .000| 30.50 .013| 60.00 .002| 89.50 .000| 119.00 .00005062> 1.17 .000| 30.67 .013| 60.17 .002| 89.67 .000| 119.17 .00005063> 1.33 .000| 30.83 .013| 60.33 .002| 89.83 .000| 119.33 .00005064> 1.50 .000| 31.00 .013| 60.50 .002| 90.00 .000| 119.50 .00005065> 1.67 .000| 31.17 .012| 60.67 .002| 90.17 .000| 119.67 .00005066> 1.83 .000| 31.33 .012| 60.83 .002| 90.33 .000| 119.83 .00005067> 2.00 .000| 31.50 .012| 61.00 .002| 90.50 .000| 120.00 .00005068> 2.17 .000| 31.67 .012| 61.17 .002| 90.67 .000| 120.17 .00005069> 2.33 .000| 31.83 .012| 61.33 .002| 90.83 .000| 120.33 .00005070> 2.50 .000| 32.00 .012| 61.50 .002| 91.00 .000| 120.50 .00005071> 2.67 .000| 32.17 .012| 61.67 .002| 91.17 .000| 120.67 .00005072> 2.83 .001| 32.33 .012| 61.83 .002| 91.33 .000| 120.83 .00005073> 3.00 .001| 32.50 .011| 62.00 .002| 91.50 .000| 121.00 .00005074> 3.17 .001| 32.67 .011| 62.17 .002| 91.67 .000| 121.17 .00005075> 3.33 .001| 32.83 .011| 62.33 .002| 91.83 .000| 121.33 .00005076> 3.50 .001| 33.00 .011| 62.50 .002| 92.00 .000| 121.50 .00005077> 3.67 .001| 33.17 .011| 62.67 .002| 92.17 .000| 121.67 .00005078> 3.83 .002| 33.33 .011| 62.83 .002| 92.33 .000| 121.83 .00005079> 4.00 .002| 33.50 .011| 63.00 .002| 92.50 .000| 122.00 .00005080> 4.17 .002| 33.67 .011| 63.17 .002| 92.67 .000| 122.17 .00005081> 4.33 .002| 33.83 .011| 63.33 .002| 92.83 .000| 122.33 .00005082> 4.50 .002| 34.00 .010| 63.50 .002| 93.00 .000| 122.50 .00005083> 4.67 .002| 34.17 .010| 63.67 .002| 93.17 .000| 122.67 .00005084> 4.83 .002| 34.33 .010| 63.83 .002| 93.33 .000| 122.83 .00005085> 5.00 .002| 34.50 .010| 64.00 .002| 93.50 .000| 123.00 .00005086> 5.17 .003| 34.67 .010| 64.17 .002| 93.67 .000| 123.17 .00005087> 5.33 .003| 34.83 .010| 64.33 .002| 93.83 .000| 123.33 .00005088> 5.50 .003| 35.00 .010| 64.50 .002| 94.00 .000| 123.50 .00005089> 5.67 .003| 35.17 .010| 64.67 .002| 94.17 .000| 123.67 .00005090> 5.83 .003| 35.33 .010| 64.83 .002| 94.33 .000| 123.83 .00005091> 6.00 .004| 35.50 .010| 65.00 .002| 94.50 .000| 124.00 .00005092> 6.17 .004| 35.67 .009| 65.17 .002| 94.67 .000| 124.17 .00005093> 6.33 .004| 35.83 .009| 65.33 .002| 94.83 .000| 124.33 .00005094> 6.50 .004| 36.00 .009| 65.50 .002| 95.00 .000| 124.50 .00005095> 6.67 .004| 36.17 .009| 65.67 .001| 95.17 .000| 124.67 .00005096> 6.83 .005| 36.33 .009| 65.83 .001| 95.33 .000| 124.83 .00005097> 7.00 .005| 36.50 .009| 66.00 .001| 95.50 .000| 125.00 .00005098> 7.17 .005| 36.67 .009| 66.17 .001| 95.67 .000| 125.17 .00005099> 7.33 .005| 36.83 .009| 66.33 .001| 95.83 .000| 125.33 .00005100> 7.50 .005| 37.00 .009| 66.50 .001| 96.00 .000| 125.50 .00005101> 7.67 .006| 37.17 .009| 66.67 .001| 96.17 .000| 125.67 .00005102> 7.83 .006| 37.33 .009| 66.83 .001| 96.33 .000| 125.83 .00005103> 8.00 .006| 37.50 .008| 67.00 .001| 96.50 .000| 126.00 .00005104> 8.17 .006| 37.67 .008| 67.17 .001| 96.67 .000| 126.17 .00005105> 8.33 .007| 37.83 .008| 67.33 .001| 96.83 .000| 126.33 .00005106> 8.50 .007| 38.00 .008| 67.50 .001| 97.00 .000| 126.50 .00005107> 8.67 .007| 38.17 .008| 67.67 .001| 97.17 .000| 126.67 .00005108> 8.83 .008| 38.33 .008| 67.83 .001| 97.33 .000| 126.83 .00005109> 9.00 .008| 38.50 .008| 68.00 .001| 97.50 .000| 127.00 .00005110> 9.17 .008| 38.67 .008| 68.17 .001| 97.67 .000| 127.17 .00005111> 9.33 .009| 38.83 .008| 68.33 .001| 97.83 .000| 127.33 .00005112> 9.50 .009| 39.00 .008| 68.50 .001| 98.00 .000| 127.50 .00005113> 9.67 .009| 39.17 .008| 68.67 .001| 98.17 .000| 127.67 .00005114> 9.83 .010| 39.33 .008| 68.83 .001| 98.33 .000| 127.83 .00005115> 10.00 .010| 39.50 .007| 69.00 .001| 98.50 .000| 128.00 .00005116> 10.17 .010| 39.67 .007| 69.17 .001| 98.67 .000| 128.17 .00005117> 10.33 .011| 39.83 .007| 69.33 .001| 98.83 .000| 128.33 .00005118> 10.50 .011| 40.00 .007| 69.50 .001| 99.00 .000| 128.50 .00005119> 10.67 .012| 40.17 .007| 69.67 .001| 99.17 .000| 128.67 .00005120> 10.83 .013| 40.33 .007| 69.83 .001| 99.33 .000| 128.83 .00005121> 11.00 .013| 40.50 .007| 70.00 .001| 99.50 .000| 129.00 .00005122> 11.17 .015| 40.67 .007| 70.17 .001| 99.67 .000| 129.17 .00005123> 11.33 .026| 40.83 .007| 70.33 .001| 99.83 .000| 129.33 .00005124> 11.50 .114| 41.00 .007| 70.50 .001| 100.00 .000| 129.50 .00005125> 11.67 .173| 41.17 .007| 70.67 .001| 100.17 .000| 129.67 .00005126> 11.83 .233| 41.33 .007| 70.83 .001| 100.33 .000| 129.83 .00005127> 12.00 .295| 41.50 .007| 71.00 .001| 100.50 .000| 130.00 .00005128> 12.17 .340| 41.67 .007| 71.17 .001| 100.67 .000| 130.17 .00005129> 12.33 .349| 41.83 .006| 71.33 .001| 100.83 .000| 130.33 .00005130> 12.50 .342| 42.00 .006| 71.50 .001| 101.00 .000| 130.50 .000

(C:\...PG4.out)


05131> 12.67 .329| 42.17 .006| 71.67 .001| 101.17 .000| 130.67 .00005132> 12.83 .316| 42.33 .006| 71.83 .001| 101.33 .000| 130.83 .00005133> 13.00 .304| 42.50 .006| 72.00 .001| 101.50 .000| 131.00 .00005134> 13.17 .290| 42.67 .006| 72.17 .001| 101.67 .000| 131.17 .00005135> 13.33 .270| 42.83 .006| 72.33 .001| 101.83 .000| 131.33 .00005136> 13.50 .248| 43.00 .006| 72.50 .001| 102.00 .000| 131.50 .00005137> 13.67 .230| 43.17 .006| 72.67 .001| 102.17 .000| 131.67 .00005138> 13.83 .214| 43.33 .006| 72.83 .001| 102.33 .000| 131.83 .00005139> 14.00 .199| 43.50 .006| 73.00 .001| 102.50 .000| 132.00 .00005140> 14.17 .185| 43.67 .006| 73.17 .001| 102.67 .000| 132.17 .00005141> 14.33 .172| 43.83 .006| 73.33 .001| 102.83 .000| 132.33 .00005142> 14.50 .160| 44.00 .006| 73.50 .001| 103.00 .000| 132.50 .00005143> 14.67 .148| 44.17 .006| 73.67 .001| 103.17 .000| 132.67 .00005144> 14.83 .138| 44.33 .006| 73.83 .001| 103.33 .000| 132.83 .00005145> 15.00 .129| 44.50 .005| 74.00 .001| 103.50 .000| 133.00 .00005146> 15.17 .120| 44.67 .005| 74.17 .001| 103.67 .000| 133.17 .00005147> 15.33 .113| 44.83 .005| 74.33 .001| 103.83 .000| 133.33 .00005148> 15.50 .107| 45.00 .005| 74.50 .001| 104.00 .000| 133.50 .00005149> 15.67 .101| 45.17 .005| 74.67 .001| 104.17 .000| 133.67 .00005150> 15.83 .096| 45.33 .005| 74.83 .001| 104.33 .000| 133.83 .00005151> 16.00 .091| 45.50 .005| 75.00 .001| 104.50 .000| 134.00 .00005152> 16.17 .087| 45.67 .005| 75.17 .001| 104.67 .000| 134.17 .00005153> 16.33 .082| 45.83 .005| 75.33 .001| 104.83 .000| 134.33 .00005154> 16.50 .075| 46.00 .005| 75.50 .001| 105.00 .000| 134.50 .00005155> 16.67 .067| 46.17 .005| 75.67 .001| 105.17 .000| 134.67 .00005156> 16.83 .060| 46.33 .005| 75.83 .001| 105.33 .000| 134.83 .00005157> 17.00 .054| 46.50 .005| 76.00 .001| 105.50 .000| 135.00 .00005158> 17.17 .050| 46.67 .005| 76.17 .001| 105.67 .000| 135.17 .00005159> 17.33 .047| 46.83 .005| 76.33 .001| 105.83 .000| 135.33 .00005160> 17.50 .045| 47.00 .005| 76.50 .001| 106.00 .000| 135.50 .00005161> 17.67 .043| 47.17 .005| 76.67 .001| 106.17 .000| 135.67 .00005162> 17.83 .041| 47.33 .005| 76.83 .001| 106.33 .000| 135.83 .00005163> 18.00 .040| 47.50 .005| 77.00 .001| 106.50 .000| 136.00 .00005164> 18.17 .039| 47.67 .005| 77.17 .001| 106.67 .000| 136.17 .00005165> 18.33 .039| 47.83 .004| 77.33 .001| 106.83 .000| 136.33 .00005166> 18.50 .038| 48.00 .004| 77.50 .001| 107.00 .000| 136.50 .00005167> 18.67 .038| 48.17 .004| 77.67 .001| 107.17 .000| 136.67 .00005168> 18.83 .038| 48.33 .004| 77.83 .001| 107.33 .000| 136.83 .00005169> 19.00 .037| 48.50 .004| 78.00 .001| 107.50 .000| 137.00 .00005170> 19.17 .037| 48.67 .004| 78.17 .001| 107.67 .000| 137.17 .00005171> 19.33 .034| 48.83 .004| 78.33 .001| 107.83 .000| 137.33 .00005172> 19.50 .031| 49.00 .004| 78.50 .001| 108.00 .000| 137.50 .00005173> 19.67 .028| 49.17 .004| 78.67 .001| 108.17 .000| 137.67 .00005174> 19.83 .026| 49.33 .004| 78.83 .001| 108.33 .000| 137.83 .00005175> 20.00 .025| 49.50 .004| 79.00 .001| 108.50 .000| 138.00 .00005176> 20.17 .023| 49.67 .004| 79.17 .001| 108.67 .000| 138.17 .00005177> 20.33 .022| 49.83 .004| 79.33 .001| 108.83 .000| 138.33 .00005178> 20.50 .021| 50.00 .004| 79.50 .001| 109.00 .000| 138.50 .00005179> 20.67 .021| 50.17 .004| 79.67 .001| 109.17 .000| 138.67 .00005180> 20.83 .020| 50.33 .004| 79.83 .001| 109.33 .000| 138.83 .00005181> 21.00 .020| 50.50 .004| 80.00 .001| 109.50 .000| 139.00 .00005182> 21.17 .020| 50.67 .004| 80.17 .001| 109.67 .000| 139.17 .00005183> 21.33 .022| 50.83 .004| 80.33 .001| 109.83 .000| 139.33 .00005184> 21.50 .025| 51.00 .004| 80.50 .001| 110.00 .000| 139.50 .00005185> 21.67 .027| 51.17 .004| 80.67 .001| 110.17 .000| 139.67 .00005186> 21.83 .029| 51.33 .004| 80.83 .001| 110.33 .000| 139.83 .00005187> 22.00 .031| 51.50 .004| 81.00 .001| 110.50 .000| 140.00 .00005188> 22.17 .032| 51.67 .004| 81.17 .001| 110.67 .000| 140.17 .00005189> 22.33 .030| 51.83 .004| 81.33 .001| 110.83 .000| 140.33 .00005190> 22.50 .028| 52.00 .003| 81.50 .001| 111.00 .000| 140.50 .00005191> 22.67 .026| 52.17 .003| 81.67 .001| 111.17 .000| 140.67 .00005192> 22.83 .025| 52.33 .003| 81.83 .001| 111.33 .000| 140.83 .00005193> 23.00 .023| 52.50 .003| 82.00 .001| 111.50 .000| 141.00 .00005194> 23.17 .022| 52.67 .003| 82.17 .001| 111.67 .000| 141.17 .00005195> 23.33 .021| 52.83 .003| 82.33 .001| 111.83 .000| 141.33 .00005196> 23.50 .021| 53.00 .003| 82.50 .001| 112.00 .000| 141.50 .00005197> 23.67 .020| 53.17 .003| 82.67 .001| 112.17 .000| 141.67 .00005198> 23.83 .020| 53.33 .003| 82.83 .001| 112.33 .000| 141.83 .00005199> 24.00 .019| 53.50 .003| 83.00 .001| 112.50 .000| 142.00 .00005200> 24.17 .019| 53.67 .003| 83.17 .001| 112.67 .000| 142.17 .00005201> 24.33 .019| 53.83 .003| 83.33 .001| 112.83 .000| 142.33 .00005202> 24.50 .019| 54.00 .003| 83.50 .001| 113.00 .000| 142.50 .00005203> 24.67 .019| 54.17 .003| 83.67 .000| 113.17 .000| 142.67 .00005204> 24.83 .018| 54.33 .003| 83.83 .000| 113.33 .000| 142.83 .00005205> 25.00 .018| 54.50 .003| 84.00 .000| 113.50 .000| 143.00 .00005206> 25.17 .018| 54.67 .003| 84.17 .000| 113.67 .000| 143.17 .00005207> 25.33 .018| 54.83 .003| 84.33 .000| 113.83 .000| 143.33 .00005208> 25.50 .018| 55.00 .003| 84.50 .000| 114.00 .000| 143.50 .00005209> 25.67 .017| 55.17 .003| 84.67 .000| 114.17 .000| 143.67 .00005210> 25.83 .017| 55.33 .003| 84.83 .000| 114.33 .000| 143.84 .00005211> 26.00 .017| 55.50 .003| 85.00 .000| 114.50 .000| 144.00 .00005212> 26.17 .017| 55.67 .003| 85.17 .000| 114.67 .000| 144.17 .00005213> 26.33 .017| 55.83 .003| 85.33 .000| 114.83 .000| 144.34 .00005214> 26.50 .017| 56.00 .003| 85.50 .000| 115.00 .000| 144.50 .00005215> 26.67 .016| 56.17 .003| 85.67 .000| 115.17 .000| 144.67 .00005216> 26.83 .016| 56.33 .003| 85.83 .000| 115.33 .000| 144.84 .00005217> 27.00 .016| 56.50 .003| 86.00 .000| 115.50 .000| 145.00 .00005218> 27.17 .016| 56.67 .003| 86.17 .000| 115.67 .000| 145.17 .00005219> 27.33 .016| 56.83 .003| 86.33 .000| 115.83 .000| 145.34 .00005220> 27.50 .016| 57.00 .003| 86.50 .000| 116.00 .000| 145.50 .00005221> 27.67 .015| 57.17 .003| 86.67 .000| 116.17 .000| 145.67 .00005222> 27.83 .015| 57.33 .003| 86.83 .000| 116.33 .000| 145.84 .00005223> 28.00 .015| 57.50 .002| 87.00 .000| 116.50 .000| 146.00 .00005224> 28.17 .015| 57.67 .002| 87.17 .000| 116.67 .000| 146.17 .00005225> 28.33 .015| 57.83 .002| 87.33 .000| 116.83 .000| 146.34 .00005226> 28.50 .015| 58.00 .002| 87.50 .000| 117.00 .000| 146.50 .00005227> 28.67 .015| 58.17 .002| 87.67 .000| 117.17 .000| 146.67 .00005228> 28.83 .014| 58.33 .002| 87.83 .000| 117.33 .000| 146.84 .00005229> 29.00 .014| 58.50 .002| 88.00 .000| 117.50 .000| 147.00 .00005230> 29.17 .014| 58.67 .002| 88.17 .000| 117.67 .000| 147.17 .00005231> 29.33 .014| 58.83 .002| 88.33 .000| 117.83 .000| 147.34 .00005232> --------------------------------------------------------------------------------05233> 006:0015------------------------------------------------------------------------05234> --------------------------------------------------------------------------------05235> 006:0002------------------------------------------------------------------------05236> --------------------------------------------------------------------------------05237> 006:0002------------------------------------------------------------------------05238> --------------------------------------------------------------------------------05239> 006:0002------------------------------------------------------------------------05240> --------------------------------------------------------------------------------05241> 006:0002------------------------------------------------------------------------05242> --------------------------------------------------------------------------------05243> 006:0002------------------------------------------------------------------------05244> --------------------------------------------------------------------------------05245> 006:0002------------------------------------------------------------------------05246> FINISH05247> --------------------------------------------------------------------------------05248> ********************************************************************************05249> WARNINGS / ERRORS / NOTES05250> -------------------------05251> Simulation ended on 2012-10-01 at 15:15:5005252> ================================================================================05253> 05254>

Ap

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dix D

Appendix D

Preliminary Sanitary Sewer Design Calculations

SANITARY SEWER DESIGN SHEET

PARIS GRAND SUBDIVISION, COUNTY OF BRANT

Project #: PGD020165 Min Diameter = 200 mm Avg. Domestic Flow = 400.0 l/c/d

Date: OCT 2012 Mannings 'n'= 0.013 Infiltration = 0.230 l/s/ha

Designed: TPH Min. Velocity = 0.50 m/s Max. Peaking Factor = 5.00

Checked: FJB Max. Velocity = 3.00 m/s Min. Peaking Factor= 2.00 Factor of Safety = 10 % NOMINAL PIPE SIZE USED

RESIDENTIAL COMMERCIAL/INDUSTRIAL/INSTITUTIONAL FLOW CALCULATIONS PIPE DATA

CONSTANT PIPE

DESCRIPTION FROM TO ACC. ACCUM. ACC. EQUIV. FLOW EQUIV. ACCUM. INFILTRATION TOTAL PEAKING POP. COMM. ACCUM. TOTAL SLOPE DIAMETER FULL FLOW FULL FLOW ACTUAL PERCENT

MH MH AREA AREA UNITS DENISTY DENSITY POP RES. AREA AREA POP. RATE POP. EQUIV. ACCUM. FACTOR FLOW FLOW COMM. FLOW FLOW CAPACITY VELOCITY VELOCITY FULL

(ha) (ha) (#) (P/ha) (P/unit) POP. (ha) (ha) (p/ha) (l/s/ha) POP. (l/s) POP. (l/s) (l/s) (l/s) (l/s) (%) (mm) (l/s) (m/s) (m/s) (%)

STREET C MH28A MH27A 1.18 1.18 0 0 0 52 52 0.00 0.00 0 0.000 0 0 0.3 52 4.31 1.0 0.0 0.0 1.3 0.40 200 20.7 0.66 0.37 6%

STREET C MH27A MH26A 0.80 1.98 0 0 0 36 88 0.00 0.00 0 0.000 0 0 0.5 88 4.26 1.7 0.0 0.0 2.2 0.40 200 20.7 0.66 0.43 11%

STREET C MH26A MH25A 0.76 2.74 0 0 0 33 121 0.00 0.00 0 0.000 0 0 0.6 121 4.22 2.4 0.0 0.0 3.0 1.50 200 40.2 1.28 0.75 7%

STREET C MH25A MH24A 0.43 3.17 0 0 0 16 137 0.00 0.00 0 0.000 0 0 0.7 137 4.20 2.7 0.0 0.0 3.4 2.00 200 46.4 1.48 0.86 7%

STREET D MH24A MH23A 0.94 4.10 0 0 0 43 180 0.00 0.00 0 0.000 0 0 0.9 180 4.16 3.5 0.0 0.0 4.4 3.00 200 56.8 1.81 1.07 8%

STREET D MH23A MH22A 0.44 4.54 0 0 0 20 200 0.00 0.00 0 0.000 0 0 1.0 200 4.15 3.8 0.0 0.0 4.9 3.00 200 56.8 1.81 1.11 9%

STREET D MH22A MH21A 0.13 4.67 0 0 0 5 205 0.00 0.00 0 0.000 0 0 1.1 205 4.14 3.9 0.0 0.0 5.0 3.50 200 61.4 1.95 1.18 8%

STREET C MH34A MH33A 0.42 0.42 0 0 0 17 17 0.00 0.00 0 0.000 0 0 0.1 17 4.39 0.3 0.0 0.0 0.4 2.00 200 46.4 1.48 0.47 1%

STREET C MH33A MH32A 0.19 0.61 0 0 0 8 25 0.00 0.00 0 0.000 0 0 0.1 25 4.37 0.5 0.0 0.0 0.6 2.00 200 46.4 1.48 0.52 1%

STREET E MH32A MH31A 1.02 1.63 0 0 0 45 70 0.00 0.00 0 0.000 0 0 0.4 70 4.28 1.4 0.0 0.0 1.8 2.00 200 46.4 1.48 0.71 4%

STREET E MH31A MH30A 0.69 2.33 0 0 0 28 98 0.00 0.00 0 0.000 0 0 0.5 98 4.25 1.9 0.0 0.0 2.5 0.40 200 20.7 0.66 0.44 12%

STREET C MH38A MH37A 0.89 0.89 0 0 0 40 40 0.00 0.00 0 0.000 0 0 0.2 40 4.33 0.8 0.0 0.0 1.0 1.25 200 36.7 1.17 0.51 3%

STREET C MH39A MH37A 1.08 1.08 0 0 0 51 51 0.00 0.00 0 0.000 0 0 0.2 51 4.31 1.0 0.0 0.0 1.3 0.50 200 23.2 0.74 0.39 5%

STREET F MH37A MH36A 1.35 3.32 0 0 0 61 152 0.00 0.00 0 0.000 0 0 0.8 152 4.19 2.9 0.0 0.0 3.7 0.50 200 23.2 0.74 0.54 16%

STREET F MH36A MH35A 1.69 5.01 0 0 0 86 238 0.00 0.00 0 0.000 0 0 1.2 238 4.12 4.5 0.0 0.0 5.7 0.50 200 23.2 0.74 0.61 25%

STREET F MH35A MH30A 0.81 5.82 0 0 0 37 275 0.00 0.00 0 0.000 0 0 1.3 275 4.09 5.2 0.0 0.0 6.6 0.50 200 23.2 0.74 0.63 28%

STREET F MH30A MH29A 0.67 8.82 0 0 0 30 403 0.00 0.00 0 0.000 0 0 2.0 403 4.02 7.5 0.0 0.0 9.5 0.40 200 20.7 0.66 0.65 46%

STREET F MH29A MH21A 0.12 8.94 0 0 0 4 407 0.00 0.00 0 0.000 0 0 2.1 407 4.02 7.6 0.0 0.0 9.6 0.40 200 20.7 0.66 0.65 46%

STREET D MH21A MH20A 0.40 14.01 0 0 0 24 636 0.00 0.00 0 0.000 0 0 3.2 636 3.92 11.5 0.0 0.0 14.8 1.00 200 32.8 1.04 1.02 45%

STREET D MH20A MH19A 2.26 16.27 0 0 0 173 809 0.00 0.00 0 0.000 0 0 3.7 809 3.86 14.4 0.0 0.0 18.2 0.40 200 20.7 0.66 0.74 88%

PARIS LINKS RD MH19A MH18A 1.08 17.36 0 0 0 39 848 0.00 0.00 0 0.000 0 0 4.0 848 3.85 15.1 0.0 0.0 19.1 1.50 200 40.2 1.28 1.26 48%



STREET G MH17A MH2A 0.49 18.98 0 0 0 19 900 0.00 0.00 0 0.000 0 0 4.4 900 3.83 16.0 0.0 0.0 20.3 0.40 250 37.6 0.77 0.78 54%

STREET I MH15A MH14A 1.13 1.13 0 0 0 52 52 0.00 0.00 0 0.000 0 0 0.3 52 4.31 1.0 0.0 0.0 1.3 2.00 200 46.4 1.48 0.65 3%

STREET I MH14A MH13A 0.17 1.30 0 0 0 6 58 0.00 0.00 0 0.000 0 0 0.3 58 4.30 1.2 0.0 0.0 1.5 2.00 200 46.4 1.48 0.67 3%

STREET H MH16A MH13A 1.07 1.07 0 0 0 25 25 0.00 0.00 0 0.000 0 0 0.2 25 4.37 0.5 0.0 0.0 0.8 0.42 200 21.3 0.68 0.32 4%

STREET I MH13A MH12A 0.28 2.66 0 0 0 11 94 0.00 0.00 0 0.000 0 0 0.6 94 4.25 1.8 0.0 0.0 2.5 2.00 200 46.4 1.48 0.78 5%

STREET I MH12A MH4A 0.24 2.90 0 0 0 9 103 0.00 0.00 0 0.000 0 0 0.7 103 4.24 2.0 0.0 0.0 2.7 3.00 200 56.8 1.81 0.93 5%

STREET A MH9A MH8A 1.90 1.90 0 0 0 151 151 0.00 0.00 0 0.000 0 0 0.4 151 4.19 2.9 0.0 0.0 3.4 4.50 200 69.6 2.21 1.14 5%

STREET A MH8A MH7A 0.04 1.93 0 0 0 0 151 0.00 0.00 0 0.000 0 0 0.4 151 4.19 2.9 0.0 0.0 3.4 1.00 200 32.8 1.04 0.67 10%

STREET A MH7A MH6A 0.38 2.31 0 0 0 14 165 0.00 0.00 0 0.000 0 0 0.5 165 4.18 3.2 0.0 0.0 3.7 0.40 200 20.7 0.66 0.50 18%

STREET A MH6A MH5A 1.27 3.58 0 0 0 58 223 0.00 0.00 0 0.000 0 0 0.8 223 4.13 4.3 0.0 0.0 5.1 0.40 200 20.7 0.66 0.55 25%

PARIS RD (EXT SAN DRAIN)MH11A MH5A 28.05 28.05 0 0 0 1160 1160 0.00 0.00 0 0.000 0 0 6.5 1160 3.76 20.2 0.0 0.0 26.6 0.50 250 42.0 0.86 0.91 63%


STREET I MH5A MH4A 0.46 32.97 0 0 0 17 1432 0.00 0.00 0 0.000 0 0 7.6 1432 3.69 24.5 0.0 0.0 32.1 0.40 250 37.6 0.77 0.86 85%

STREET G MH4A MH3A 1.27 37.13 0 0 0 57 1592 0.00 0.00 0 0.000 0 0 8.5 1592 3.66 27.0 0.0 0.0 35.5 0.40 300 61.2 0.87 0.90 58%

STREET G MH3A MH2A 1.16 38.30 0 0 0 46 1638 0.00 0.00 0 0.000 0 0 8.8 1638 3.65 27.7 0.0 0.0 36.5 0.40 300 61.2 0.87 0.90 60%

TO PUMP STATION MH2A MH1A 3.35 60.63 0 0 0 322 2860 0.00 0.00 0 0.000 0 0 13.9 2860 3.46 45.8 0.0 0.0 59.8 0.50 300 68.4 0.97 1.09 87%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

0 0 0 0.00 0.00 0 0 0 0 0 0.00 0.00 0 0.000 0 0 0.0 0 0.00 0.0 0.0 0.0 0.0 0.00 0 0.0 0.00 0.00 0%

\\MONTY\Shared Work Areas\020165 - PARIS GRAND SUBDIVISION\Civil\7_DesignDocs\020165_SAN (PRE ENG):SAN

SANITARY FLOW

Standards:

Average Residential Day Demand 400 L/cap per day

Infiltration Flow 0.23 L/ha*s

Source: County of Brant Development and Engineering Standards, Section 18 - Watermains, May 2010.

Based on GSP Land Use Concept - August 28 2012

DESCRIPTION

AVG. DRY

WEATHER

FLOW

PEAK

FACTOR

PEAKED

FLOW

INFILTRATION

FLOW

DESIGN

FLOW

LOW RES MED RES ROW TOTAL LOW RES MED RES TOTAL LOW RES MED RES TOTAL (l/s) M (l/s) (l/s) (l/s)

(Max = 380) (Max = 320) (PPU=2.89) (PPU = 1.94) (1000'S)

NORTH WEST BLOCK

STREET A

SOUTH WEST BLOCK

STREET G

STREET H

STREET I

NORTH EAST BLOCK

STREET B

STREET C

STREET D

STREET E

STREET F

18.913 6.451 6.376 31.74 380 320 700 1098.2 620.8 1719 1.72 8.0 31.1 7.3 38.4

682.04 162.96 845

POPULATION

86.7 135.8 223

329.46 322.04 652

4.1 0.8 5.1

3.0

1.0

4.0 19.1

3.9 2.5 14.3

84 320

4.3

11.8

15.03.9 3.80.85

0.65

0.221.500 1.411 0.661

LAND USE AREAS

3.572

5.661 3.344 1.720

11.752 3.9951.696

10.725

17.443

No. of UNITS

30 70 100

114 166 280

236

A

pp

end

ix E

Appendix E

Downstream Sanitary Sewers – Summary Table and Constraint Map

EXISTING WASTEWATER

TREATMENT PLANT

250Ø SAN

EXITSING SEWAGE

PUMPING STATION

300Ø SAN

450Ø SAN

350Ø FM

200Ø FM

600Ø SAN

600Ø SAN

200Ø SAN

600Ø SAN

200Ø

SAN

200Ø SAN

250Ø SAN

600Ø SAN

600Ø SAN

375Ø SAN

250Ø SAN

200Ø SAN

375Ø SAN

200Ø

SAN

250Ø SAN

375Ø SAN

EX. WILLOW ST.

SEWAGE PUMP

STATION

TWIN 400Ø FM

675Ø SAN

675Ø

SAN

675Ø SAN

675Ø

SAN

INVERTED SYPHON UNDER GRAND RIVER:

1- 250Ø SAN & 2-400Ø CONCRETE ENCASED

250Ø SAN

250Ø SAN

200Ø SAN

200Ø SAN

675Ø SAN

675Ø SAN

675Ø SAN

675Ø SAN

200Ø SAN

675Ø

SAN

200Ø

SAN

675Ø

SAN

SUBJECT

LANDS

300Ø

SAN

250Ø SAN

FM

SUBJECT

LANDS

PRS0281

PRS0689

PRS0038

PRS0035

PRS0034

PRS0030

PRS0029

PRS0024

PRS0002

PRS0001

PRS0262

PRS0264

PRS0265

N



EXISTING SANITARY SEWER CONSTRAINT MAP

TPH

NTS 020165

FJB 12/10/03

Scale Project No.

Figure No.

Figure Title

DrawnClient

File N

am

e: 020165_A

PP

EN

D D

(E

X S

AN

C

ON

ST

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).dw

g D

ate P

lotted: O

ctober 4, 2012

- 2:36 P

M

Checked Date

APPENDIX

E

SUBJECT PROPERTY

250Ø SAN

PRS0038

NOTES:

1) APPROXIMATE LAYOUT EXISTING SANITARY SEWER SYSTEM DEVELOPED FROM VARIOUS

PLAN & PROFILE DRAWINGS PROVIDED BY THE COUNTY OF BRANT.

2) EXISTING SANITARY SEWER CAPACITY INFORMATION TAKEN FROM THE COUNTY OF

BRANT INFRASTRUCTURE STUDY, PARIS - SANITARY SEWER CAPACITY - EXISTING

CONDITIONS - TABLE 2, DATED DECEMBER 2011.

A

pp

end

ix F

Appendix F

Sanitary Pumping Station Rationale and Preliminary Design Brief

Paris Grand Subdivision Appendix F Sanitary Pumping Station Rationale and Preliminary Design Brief

R.J. Burnside & Associates Limited PGD020165 Appendix F - SPS Rationale and Prelim Design.doc

Existing Sanitary Servicing Paris is serviced by an existing sanitary collection system. A portion of the existing community immediately to the west of the subject site is serviced by an existing sewage pumping station (SPS) that conveys wastewater to the existing gravity collection system on Paris Links Road. The existing SPS was constructed in 1976, and consists of a 3.0 m (10’) diameter concrete wet well equipped with two submersible sewage pumps. The pumps discharge wastewater to an existing manhole on Paris Links Road, just east of Grand River Street North via a 200 mm diameter forcemain. The existing SPS is not connected to a SCADA system, and there is no flow meter on the forcemain. The total flow from the SPS is therefore estimated using the hour meters on the pumps, as well as the pump flow rate. Based on data provided to us by the County of Brant, the existing pumps are rated at approximately 33 L/s. Over approximately eleven months, the Pump 1 ran for a total of 337.7 hours, and Pump 2 ran for a total of 335.9 hours. Therefore, the average daily flow from the pumping station is approximately 230 m3/day. We note that this is approximately half of the design average daily sewage flow based on the population and number of units. Daily Sewage Flows The daily sewage flows were estimated using the County of Brant’s Development and Engineering Standards, which use a daily flow of 400 L/capita, and an infiltration allowance of 0.23 L/s per hectare. Table F1 Sanitary Design Flows for the Proposed Development

Area (ha)

No. of Units

Population Average Dry

Weather Flow (L/s)

Peak Flow (L/s)

Design Flow (L/s)

Northwest Block 3.572 100 223 1.0 4.3 5.1

Southwest Block 10.725 280 652 3.0 11.8 14.3

Northeast Block 17.443 320 845 3.9 15.0 19.1

Total 31.71 700 1719 8.0 31.1 38.4

The daily sewage flow rate for the existing development was taken from the County of Brant Sanitary Sewer Capacity Analysis (2011). Table F2 Sanitary Design Flows for the Existing Subdivision

Area (ha)

Population Average Dry Weather

Flow (L/s)

Peak Flow (L/s)

Design Flow (L/s)

Existing to SPS 27.86 1160 5.4 20.2 26.6



meter registers a flow rate exceeding 26.5 L/s, flow would be diverted to an off-line storage tank using an actuated valve. When the level in the wet well is lowered, flow from the storage tank would drain back into the wet well via an actuated valve. A conceptual layout of the pumping station is shown in Figure F1. Flow Equalization Simulation In order assess the required storage volume for flow equalization, a simulation was created using an inflow hydrograph for the existing subdivision, and an inflow hydrograph for the proposed development. Outflow was limited to 26.5 L/s, and any incoming wastewater over and above that flow rate is stored and discharged one the incoming flow rate is reduced to less than 26.5 L/s. The simulation includes the following assumptions:

• Flow to the receiving sewer is limited to 26.5 L/s

• Incoming flow from the proposed development is based on the average dry weather flow, with a peak wet weather flow lasting approximately 24 hours.

• Incoming flow from the existing subdivision is based on average dry weather flow, with a peak wet weather flow lasting several days. This is based on the anticipated infiltration due to the age of the infrastructure in comparison with the new development.

Based on the simulation, the maximum required storage volume is approximately 460.3 m3, which can be accommodated in a concrete tank approximately 10 m long, 10 m wide and 5 m deep. The results of the simulation are shown in Figure F2. Future Storage Requirements As noted previously, the estimated storage volume is based on the development of the Northwest and Southwest blocks only, which is approximately 50% of the subdivision. Daily flow data would need to be reviewed to assess what additional storage capacity would be required to accommodate future phases of the development. Additional area adjacent to the pumping station has been reserved to accommodate potential future expansions as required. Summary and Recommendations

• Evaluate the costs associated with upgrading some sections of downstream sewer that are undersized

• Construct a new Sewage Pumping Station to service the proposed development

• Decommission the existing Sewage Pumping Station and redirect the flows to the new Sewage Pumping Station

• Restrict the outflow from the sewage pumping station to the design capacity of the downstream sewer (26.5 L/s)

• Provide flow equalization for flows greater than 26.5 L/s, by constructing an off-line storage tank

MM

P1

P2

MH

FORCEMAIN TO COLLECTION

METER (TYP.)

WET

WELL

CLASSIFIED DRY WELL

ACTUATED VALVE

EQUALIZATION TANK

(500 m³)

FUTURE EQUALIZATION TANK

FUTURE EQUALIZATION TANK

ACTUATED VALVE

(TO BLEED FLOW TO

EQUALIZATION TANK)

(500 m³)

(500 m³)

BYPASS CONNECTION

FORCEMAIN SHUTOFF

VALVE

Drawing No.Drawn Checked Date

Project No.Scale

Drawing Title

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SANITARY PUMP STATION CONCEPTUAL

LAYOUT


C.L. A.E.

N.T.S. PDG020165

F1

12/10/03

LEGEND

GATE VALVE

CHECK VALVE

METER

ACTUATED VALVE

PUMPP1

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Proposed Sanitary Servicing Due to topography, the proposed development will also require a pumping station to convey wastewater to the gravity collection system. Maintaining and upgrading the existing SPS was considered as an option for this development. However, a new pumping station would still be required to convey all of the wastewater from the proposed development to the existing SPS, and the County would then have two pumping stations to maintain, as opposed to one. Given the age and capacity of the existing SPS, as well as the topographical constraints, it would be preferred to construct a new pumping station to service both the existing and proposed development. Based on information provided to us by the County of Brant, it is understood that there is the potential for surcharging of several parts of the existing sanitary collection system downstream of the subject site. Modelling of the sanitary system (by others) indicates several portions of the downstream collection system have the potential for surcharging based on the existing design flows. Therefore, the additional flows generated by the proposed development could further exacerbate these problems. In order to service the proposed subdivision, the following options were evaluated. Option 1 – Upgrade the sections of downstream sewer that are subject to surcharging. There are several sections of the existing sanitary sewer system downstream of the subject property that would require upgrades in order to relieve any surcharging. Most of the required upgrades would be in the downtown area, where the infrastructure is older and there is a higher density of development, which would make any upgrades challenging and costly. However, it is recommended that a preliminary assessment and cost estimate be undertaken to evaluate the requirements of this option. Option 2 – Provide flow equalization at a new sewage pumping station, with outflow rate limited to the capacity of the receiving sewer. The proposed development consists of approximately 700 units. In order to provide flow equalization at the sewage pumping station for the fully built-out subdivision, a large investment would be required due to the required storage volume. Given that it will take years for the development to be fully built-out, as well as the fact that observed daily sewage flows are anticipated to be lower than design values, our analysis has been conducted based on constructing approximately half of the subdivision (i.e. the Northwest and Southwest blocks). Daily flows and the use of the flow equalization tank must be monitored, and the flow equalization storage requirements should be reassessed prior to proceeding with the Northeast block. It is proposed to construct a new SPS, which would limit the outflow rate to the capacity of the receiving sewer on Paris Links Road, which is 26.5 L/s. In order to restrict the pumped outflow from the SPS, the station will require some relatively sophisticated controls in comparison to the existing SPS. Based on the number of valves and controls, as well as the ultimate size of the pumping station, the pumpsing station layout is based on a wet well/dry well arrangement at this time. The option of using a submersible pumping station may be further evaluated. The proposed SPS would be equipped with two Variable Frequency Drive (VFD) pumps. A flow meter would be required on the discharge pipe. The pump controls would be such that when the flow

Figure F2 - Flow Equalization Hydrograph

0.00

5.00

10.00

15.00

20.00

25.00

30.00

35.00

40.00

45.00

50.00

0 24 48 72 96 120 144

Hour

Flow (L/s)

0

50000

100000

150000

200000

250000

300000

350000

400000

450000

500000

Storage Volume (L)

Total Inflow (L/s)

Outflow toSanitary Sewer(L/s)EQ StorageRequired (L)

Ap

pen

dix G

Appendix G

Preliminary Water Demand Calculations

WATER DEMAND

Standards:

Average Daily Demand per capita 400 L/cap per day

Maximum Daily Demand Factor 2.75

Maximum Hourly Demand Factor (Residential) 4.00

Source: County of Brant Development and Engineering Standards, Section 18 - Watermains, May 2010.

Based on GSP Land Use Concept - July 26 2012

DESCRIPTION

LOW RES MED RES ROW TOTAL LOW RES MED RES TOTAL LOW RES MED RES TOTAL

AVG

DEMAND

MAX DAY

DEMAND

MAX HOUR

DEMAND

(Max = 380) (Max = 320) (PPU=2.89) (PPU = 1.94) (1000'S) (l/s) (l/s) (l/s)

NORTH WEST BLOCK

STREET A

SOUTH WEST BLOCK

STREET G

STREET H

STREET I

NORTH EAST BLOCK

STREET B

STREET C

STREET D

STREET E

STREET F

18.913 6.451 6.376 31.74 380 320 700 1098.2 620.8 1719 1.72 8.0 21.9 31.8

3.9 10.8 15.6

Water Demands

4.1

8.3 12.110.725

17.443

No. of UNITS

30 70 100

114 166 280

236

5.661 3.344 1.720

11.752 3.9951.696

1.500 1.411 0.661

LAND USE AREAS

3.572

84 320 0.85

0.65

682.04 162.96 845

329.46 322.04 652

0.22 2.8

3.0

1.0

POPULATION

86.7 135.8 223

infrastructure servicing study paris grand subdivision ... · october 2012 r.j. burnside &...

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