arc hydro and modeling intrinsic modeling – within a particular application eg excel, arcgis...
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Arc Hydro and Modeling
• Intrinsic Modeling – within a particular application eg Excel, ArcGIS
• Dynamic Linked Library – tightly coupled package of functions (e.g. LibHydro from HEC)
• Independent Modeling – separate hydrologic model with data exchange
Thematic Layers
supporting the Arc Hydro data model
(from Michael Zeiler“Modeling Our World”
Volume 2)
Streams
Drainage Areas
Hydrography
Channels
Terrain Surfaces
Rainfall Response
Digital Orthophotos
Data Model Based on BehaviorFollow a drop of water from where it falls on the land, to the stream, and all the way to the ocean.
Integrating Data Inventory using a Behavioral Model
Relationships betweenobjects linked by tracing pathof water movement
Intrinsic Hydrologic Modeling
• Dr Tarboton– DEM-based
hydrologic modeling
• USGS– Stream Stats
• Mean annual flows and pollutant loads
Streamstats
http://ststdmamrl.er.usgs.gov/streamstats/expert.htm
Dynamic Linked Library
Can haveFortransubroutinesin a DLL
Muskingumflow routing
Independent Hydrologic Model
VB progam reads and writestext files
Analysis, Modeling,Decision Making
Arc Hydro Geodatabase
Visual Basic
ArcGIS
Relational D
atabase
(Access)
Excel
Interfaces to Arc Hydro Data and Models
ArcGIS Development at DHI• Extend the ArcGIS Hydro Data ModelExtend the ArcGIS Hydro Data Model
DHI TimeSeries Package• TimeSeries Package ArchitectureTimeSeries Package Architecture
TS Object
TS Editor
Timeseriesfile
DataAccess
Component
DataAccessBridges
dfs
ASCII
DB
XML
CommonFunctionality
......
TS Plot TS Tabular
TS Toolbox
Tool 1 Tool 2 Tool 3
Tool 4 Tool n......
Three basic water problems
• Too little water (Drought and water supply)
• Too much water (Flooding)• Its dirty (Water Quality)
Also have significant GIS effort on environmental issues related to water such as habitat assessment
1996 Texas Drought
• George W. Bush, (then Governor of Texas) asked: “Tell me how much water we have, how much water we’re using and how much water we need”
• State water officials did not have adequate answers
Texas Water Planning
• 1997 Texas Legislature passed Senate Bill 1 which provided for– State-wide geospatial data development
(topography, hydrography, land use, soils and orthophotos)
– Water planning in 14 regions rather than state-wide
– Assessment of water availability for all water permits
Hydrologic Cataloging Units (HUCS)
Guadalupe Basin(4 HUC’s)
Hydrologic Unit Code = 12100203
• 2015 HUC’s cover continental US• average area ~ 1 county
Water Availability in the Guadalupe Basin
Stream Gauge (14)
Water Diversion (440)
Estimate water availability at each legally permitted water diversion point based on “naturalized” flow at stream gages and the effects of other permitted diversions
Digital Elevation Model
National Elevation Dataset30m x 30m cells11,000,000 cells to cover San Marcos basin70,000,000 cells to cover Guadalupe basin
San Marcos basin
Drainage Area Delineated from the Digital Elevation Model
Arc Hydro attribute DrainArea
Estimating Naturalized Flow at Diversion Points
Qd
Qf
Ad
Af
Qd = Qf
Ad
Af
Naturalized flow record at stream gage (50 years of monthly flows)
Estimated flow record at diversion point
Length Downstream
D
F
Flow distance (D to F) = Length Downstream (D)
– Length Downstream (F)
Length Downstream (D)
Length Downstream (F)
F
D
Arc Hydro attribute LengthDown
Seepagelosses
Water Availability Modeling
Hydrologic Modeling
Water RightsAnalysis Package(WRAP)
50 yearseries ofnaturalizedmonthly flows atstream gages
GIS data for each diversion point
Letter to eachwater permitowner specifying % of permitted flow available during a drought
Completed for ~ 10,000 water permit holders, 1998-2002
Letter to eachwater permitowner specifying % of permitted flow available during a drought
Geospatial data developmentby Center for Research in Water Resources, Univ. of Texas
Texas Natural ResourcesConservation Commission
Hydrologic modeling byengineering consultants
Water Availability Assessment(completed for ~ 10,000 permit holders, 1998-2001)
Flood Hydrology and Hydraulics
ArcViewInput Data
DEM
HEC-HMSFlood
discharge
HEC-RASWatersurfaceprofiles
ArcViewFlood
plain maps
HEC-GeoHMS Hec-GeoRAS
Status of the Software
• HEC-GeoHMS ver 1.0 available from HEC for ArcView version 3 http://www.hec.usace.army.mil/software/software_distrib/geo-hms4arcview/geohmsprogram.html
• Arc Hydro terrain and watershed functions replace some but not all of HEC-GeoHMS
• HEC-GeoRAS ver 1.0 http://www.hec.usace.army.mil/software/software_distrib/geo-ras4arcview/georasprogram.html
• ESRI has developed a beta-version of GeoRAS for ArcGIS
Austin Digital Elevation Model
Waller Creek
Austin Watersheds
CRWR-PrePro (a precursor of HEC-GeoHMS)
ArcView-based preprocessorfor HEC-Hydrologic ModelingSystem (HEC-HMS)
Digital Elevation ModelStream Map
HMS Basin File
Control point locations
Soil and Land Use Maps
DEM Watersheds for Austin
Selected Watersheds and Streams
Mansfield Dam
ColoradoRiver
HMS Schematic Prepared with CRWR-PrePro
Mansfield Dam
ColoradoRiver
HMS Model of the Austin Region
HMS Results
Watershed 155 Junction 44
Flood Hydrology and Hydraulics
ArcViewInput Data
DEM
HEC-HMSFlood
discharge
HEC-RASWatersurfaceprofiles
ArcViewFlood
plain maps
HEC-GeoHMS Hec-GeoRAS
Colorado River Network
1:100,000 scale
Developed from National Hydrography Dataset
City of Austin Stream Network
Developed from 1”=100’Capco Areal photogrammetry
1:1200 scale
Stream Definition: Waller CreekAustin Watersheds with Streamsderived from Aerial Photographs
Streamlines generated by the aerial photographs are not always continuous.
Information for Correcting Stream Network
•DEM
•Contours
•Storm sewers
•Orthophotos
Resulting Corrected Stream
Subsequent steps:• Verification of corrected streams by flood hydrologists.• Running “tracer” program to connect arcs.• Burning of streams into DEM.
Waller Creek HMS Model
Flood Plain Mapping
Connecting HMS and RAS
Flood Hydrology and Hydraulics
ArcViewInput Data
DEM
HEC-HMSFlood
discharge
HEC-RASWatersurfaceprofiles
ArcViewFlood
plain maps
HEC-GeoHMS Hec-GeoRAS
HEC-RAS: BackgroundRiver Analysis System model of the U.S. Army Corps of
Engineers
Input = cross-section geometry and flow rates
Output = flood water elevations
Floodway Floodway
Left Bank Station
Flood Water Surface
Right Bank Station
Normal Water Surface
Main Channel
Cross-Section Schematic
Waller Creek
Watersheds ChannelNetwork
Points describe channel and floodway geometry
Bank station locations
Water surface elevations and floodplain boundaries
HEC-RAS: Cross-Section Description
Discharge at a Particular Cross-Section
HEC-RAS: OutputText FileGraphical
Floodplain Mapping: Plan View
3D Terrain Modeling: Ultimate Goal