kikker irrigation and river management guide v1
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Riodesk
KIKKER
Urban Drainage, Irrigation and RiverManagement System
Irrigation and River Management
Banda Aceh, may 2009Irrigation and River Management with KIKKERVersion 4.3K, draft
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Irrigationand
RiverManagement
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Foreword:
The writing of this document has been made possible by:
Is initiated and facilitated by:
Royal Netherlands Embassy
Sea Defence ConsultantsAceh and Nias
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Table of Contents
Chapter Scope Page
1 Introduction 1
2 Mapping and Inspection 2
3 Application with irrigation 3
4 Application with river management 13
Appendix A Examples to add later
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1 Introduction
Welcome to the Urban Drainage, Irrigation and River Management System KIKKER, developed
by Riodesk based on the best management practice of sewage, drainage, irrigation and river
management professionals in the Netherlands and Indonesia.
KIKKER is a Geographical Information System (GIS) for rational management of water
networks.
This software allows you to collect data, investigate conditions, perform assessments, plan,
implement and improve drain and sewer systems. Based on the European Standard EN
13508-2
Contents
Mapping and Inspection of Maintenance data
Irrigation screen shots
River Management screen shots
.
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2 Mapping and Inspection
Next steps depict the mapping and inspectionopportunities:
Step 1 get the topography first
Format: DXF or SHP BMP,JPG or PNG
GPS: UTM
Coordinates: UTM
Step 2 get the river or irrigation objects:
The location of nodes and conduits on thetopography
The conduit: Cross section shape Rough dimension Material Effluent type Conduit type/function Category (Foundation) Street name District name
Step 3 get the inspection and inventory data (theinventory of element is part of the inspection):
The information about the condition of thedrainage related to:
Construction; Operation; Elements.
Identified with location, picture/cross section,characterisation (type) and quantification.
Using the inspection coding system:
Example : Operation:
Vegetation BBA Settled deposits BBC Ingress of soil BBD Other obstacles BBE Infiltration BBF Exfiltration BBG
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3 Application with irrigation
Next screenshots display the opportunities of Kikker for the maintenance of irrigation systems.Also the opportunities depicted in chapter 4 are available for irrigation system management.
Pictures can be stored and connected to node and conduit inventory data. Inspection data canbe monitored in Kikker. Inspection moments are labeled with a date and inspection type. In alist the user can select a date and type to display the inspection data of the inspection momentand compare with other moments.
For storing and comparing inspection data Kikker uses a coding system. This coding system is
based on the European Standard EN 13508-2 and made suitable for drainage, irrigation and
river management
Coding system for object inspection:
Construction: Fissures BAB Break or collapse BAC Defective brickwork BAD Missing Mortar BAE Surface Damage BAF
Intruding connection BAG Defective connection BAH
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Defective repair BAL Eroded construction BAQ
Operation: Vegetation BBA Settled deposits BBC Ingress of soil BBD Other obstacles BBE Infiltration BBF Exfiltration BBG
Elements: Cross section info BEA Crossing Bridge info BEB Lateral structure: waste way, side spillway, sand trap BEC Crossing culvert, siphon or aqua duct structure BED Photograph BDA Remarks BDB Water level BDD Loss of vision BDG
The aspects are observed with:
the characterisation and quantification code (column: C1 and C2) of aspects;
the location and extends of the aspects along the alignment measured from a node;
Optional:o a measure of the aspects (in mm, for example the height of settled deposits)o a photographic picture to visualize the aspect
KIKKER adds automatically the seriousness (column: S) of aspects. The seriousness andextend of aspects are used in the decision support system for rehabilitation and themaintenance planning.
Example:
Aspect: Vegetation
Code S C1 C2 Description
BBA 1 0 0 no Vegetation detected
2 0 0 reduction cross-sectional area
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Insert, update and deletion of address (irrigation area) data. The area data along the conduit isalways up to date through direct calculation of cumulative area.
Each address box has a cross on one corner of the information box. The to be updatedaddress is marked with an red cross, as depicted on the left information box.
The address is connected with the node near the information box cross. From the connectednode the address receives irrigation water.
The information box can be moved, for example to another node. By putting the cursor in thex- or y- coordinate field and mouse click on the desired location.
The amount of surface area depicted along the conduit is recalculated and displayed directlyafter moving a address to an other node, changing the address area or deleting the address.
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The update conduit dialog is depicted in the figure above. The insert conduit dialog has the
same lay out.
A conduit should be located on the irrigation canal trace. For irrigation the following informationshould be entered:
The conduit: Cross section shape
Can be circular, trapezium and rectangular A cross section lay out / figure can be input in the conduit logbook.
Rough dimension Cross section top width/height/bottom width in decimeter accuracy
Material Fro example: reinforced material, gabion, rip rap, concrete, masonry,
earth, stones, etc.. Effluent type
Irrigation Conduit type/function:
Open canal, culvert, aqua duct, siphon, chute (got miring), blocked Category (Foundation)
Primary, Secondary or tertiary Street name
Name of the canal or inspection road District name
Name of irrigation area
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The update node dialog is depicted in the figure above. The insert node dialog has the samelay out.
A node should be located on: Conduit junctions; Conduit changes of cross section, not caused by conditional aspects; Conduit changes of material and of construction; Structures like:
End structure Turn Out Division structure Drop structure Intake Inflow outflow
The nodes are beginning and ending point of conduits. Inflow and outflow nodes are specialnodes to mark the beginning en end of a special conduit structure.
After inserting a node the data (except the node number) can be updated. A user can delete anode when it is not used as begin or end point of a conduit.
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The selection tools in KIKKER enable users to perform cost calculating, reporting, performing
calculations and planning on a collection of nodes and conduits.
After selecting conduits and nodes, Kikker colours them orange. Users are then able to copythem, start a new window and paste them in the new window, to perform the desired action.
In the picture above the dialog is depicted for selecting conduits with a selection filter. Otherselection options are
Selecting single conduit and nodes.
Selection of a number of conduits with a polygon.
Selection of nodes with the filter options.
Selection of conduits and nodes in a shape.
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In the figure above: aerial shapes are depicted. Users can make these shapes with Kikker or import them
from DXF of SHP made with a CAD or GIS. In Kikker are functions to calculate the areaand to select nodes and conduits in certain shapes.
A selected address is colored orange. When users open de node info dialog on acertain node the connected addresses are selected and colored orange.
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Users can make simple flow and storage calculations and see the effects of blocking conduits.
After performing the flow calculation the flow direction is painted as depicted above.
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The irrigation network in this manual is digitized from the analog (paper) map displayed in the
picture above.
The map is scanned and imported as a .jpg, .bmp or .png bitmap raster file in Kikker. With thegeo reference option in Kikker users can simply make a geo reference file and connect this tothe raster file. After geo referencing the map is painted at the correct UTM position. Whit theinsert node, conduit and address options users can simply digitize the irrigation network frommap.
The irrigation network in this manual is digitized and equipped with addresses, photos andpictures in 4 hours by an experienced Kikker operator.
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With the display and plot options users are able to make the pictures and drawings on differentscale and paper formats.
Also an impressive number of export options to export the network to .dxf, .csv and .shp filesare available.
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4 Application with river management
Next screenshots display the opportunities with management of cross section data of rivers.
For other river infrastructure maintenance options see the irrigation examples in chapter 3.
In the picture above:
A river is painted in the UTM coordinate system
Blue crosses are drawn on spots with available cross section measure data
Users can import csv cross section data and connect the data automatically to the intersectingconduits. An example of csv cross section data is displayed below.
E 759104.8 613916.1 1.642
D 759105.2 613918.3 2.872
JL 759107.1 613927.3 3.312
JL 759108.5 613933.9 3.53
A 759109 613936.6 4.575
A3 759109.5 613938.7 4.728
759109.5 613939 4.721
1 759110.2 613942.3 2.78
2 759111.4 613948.3 2.593 759112.7 613954.3 2.813
MA 759113 613956 1.484
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The same screenshot as the previous picture, but zoomed in now, so there is more detail
visible.
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The logbook function in Kikker gives users the opportunity to monitor the maintenance ofinfrastructure.
In the dialog in depicted above only one inspection moment is available. After measuring thecross section again on the same location using the gps functions in Kikker the user is able tosee the development of sedimentation and erosion.
The same dialog is used for storing other aspect mentioned in chapter 2. The aspects arestored with location, type, seriousness and photos and videos.
The screenshots on the next page is the same as above but the first equipped with dxftopography and the second with topography and a geo referenced bitmap.
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