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Integrating ArcHydro and HEC Models by David R. Maidment Center for Research in Water Resources University of Texas at Austin. Arc Hydro and hydrologic models Interface Data Model for HEC-HMS Implementation in San Antonio using Model Builder. Integrating Arc Hydro and HEC Models. - PowerPoint PPT Presentation
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Integrating ArcHydro and HEC Models
by David R. MaidmentCenter for Research in Water Resources
University of Texas at Austin
• Arc Hydro and hydrologic models• Interface Data Model for HEC-HMS• Implementation in San Antonio using Model Builder
Integrating Arc Hydro and HEC Models
• Arc Hydro and hydrologic models
• Interface Data Model for HEC-HMS
• Implementation in San Antonio using Model Builder
Hydrologic Information System
Modeling
Geodatabase
A hydrologic information system is a combination of geospatial and temporal hydrologic data with hydrologic models that supports hydrologic practice, science and education
Database
GeoHMS
GeoRAS
InterfacePrograms
HMS
RAS
GIS
GIS Preprocessors for Hydrologic Models
HMSIDM
RASIDM
Interfacedata models
HMS
RAS
GIS
GeoDatabase
Arc Hydrodata model
Connecting Arc Hydro and Hydrologic Models
HMSIDM
Interfacedata models
HMS
RAS
GIS
GeoDatabase
Arc Hydrodata model
GeoRAS
Connecting Arc Hydro and Hydrologic Models
GeoHMS
RASIDM
Integrating Arc Hydro and HEC Models
• Arc Hydro and hydrologic models
• Interface Data Model for HEC-HMS
• Implementation in San Antonio using Model Builder
Basin
Interface
Data
Model
Project
Interface
Data
Model
IDM Performance Goal
• To provide a database for all HMS data, so that the data may be queried and retrieved efficiently.
IDM Data Transfer Goal
• To store data in a manner so that it is readily transferable from geodatabase to HMS files, and visa versa.
HMS files HMS geodatabase
IDM Spatial Analysis Goal
• To store watershed (spatial) data in a manner that can be easily viewed and analyzed in ArcMap.
• To create a data structure that is logical to the HEC-HMS user
IDM Intuitive Use Goal
IDM Arc Hydro Compliance Goal
• Arc Hydro connectivity and naming conventions
Arc Hydro Geodatabase
HydroID
IDM Geodatabase
FeatureID
HEC-HMSProgram files
Element NamesHMSCode
The HMSCode.basin HMS text file
HMSSubbasin attribute table
HMSInitialConstant tableIDM
Connection between HMS feature classes and parameter tablesConnection
between HMS and IDM elements
Flow Network
IDM Geodatabase Design
Purpose: To provide a HMS data storage structure that meets IDM design goals
Visio 2000 UML
ArcGIS Repository
Geodatabase Schema
UMLThe Unified Modeling Language
-HydroID : esriFieldTypeInteger-HydroCode : esriFieldTypeString-FType : esriFieldTypeString-Name : esriFieldTypeString-AreaSqKm : esriFieldTypeDouble-JunctionID : esriFieldTypeInteger
Waterbody{GeometryType = esriGeometryPolygon}
+Shape : esriFieldTypeGeometry
ESRI Classes::Feature
UML Diagram
UML
Geodatabase Table
Basin
GDB
Project
GDB
Importing HMS Data
Use Visual Basic to develop codes for transferring data.
Constant Loss Rate (inches/hour)
Llano at Junction Model
Rainfall lost to infiltration
Snyder Time to Peak (hours)
Llano at Junction Model
Time to Peak
Modified Puls Storage (ac-ft)
Llano at Junction Model
Storage required to produce 5000
cfs flow
Integrating Arc Hydro and HEC Models
• Arc Hydro and hydrologic models
• Interface Data Model for HEC-HMS
• Implementation in San Antonio using Model Builder
Regional Storm Water Regional Storm Water Modeling Program and Modeling Program and
Master Plan for San Master Plan for San AntonioAntonio
City ofSan Antonio
Modeling System
Rainfall Data:Rain gagesNexrad
Calibration Data:FlowsWater Quality
Geospatial Data:City, CountySARA, other
FloodplainManagement
IntegratedRegional Water
Resources planning
CapitalImprovemen
tPlanning
FloodForecasting
Water qualityplanning
San Antonio Regional Watershed Modeling System
“Bring the models together”
• Historical Nexrad data – NWS and TNRIS archive
• Design rainfall maps – 2, 5, 10, 25, 50, 100 year design rainfalls as used for FEMA floodplain studies
• Real-time Nexrad data using web services (Tom Wesp)
Sources of Rainmap data
NEXRAD WSR-88D Radars in Central Texas(Weather Surveillance Radar-1988 Doppler)
scanning range = 230 km
Stage I: Just Radar
Stage II: gages, satellite, and surface temperature
Stage III: Continuous mosaic from radar overlaps
NEXRAD Products:
Source: PBS&J, 2003
EWX – NEXRAD Radar in New Braunfels
Digital Rain Maps from National Weather Service (03/04/2004)
Digital Rain Maps from National Weather Service (03/29/2004)
Reading Historical Archives of NEXRAD Datasets from Internet
FTP Server
Local
Internet
Design Rainfall Maps
100yr 24h
100yr 06h 100yr 12h
Real-Time NEXRAD Datasets from Web Services
FEMA 100-year flood plain map in Bexar County
RC1 RU
09R CO
08R CO
07R CO06R CO
04R CO03R CO
01R CO
02R CO
05R CO
Regional Watershed Modeling System Case Study
Rosillo Creekwatershed
• Arc Hydro Geodatabasefor whole watershed• HEC-HMS hydrology modelfor whole watershed• HEC-RAS hydraulic model for Rosillo Creek
Salado Creek watershed
Components:
Bexar County
Arc Hydro and HEC-HMS
Arc HydroSchematic Network
HEC-HMSHydrologic
Model
Calculates Flows
Arc Hydro and HEC-RAS
Arc HydroChannel
Cross Sections
HEC-RASHydraulic
Model
Calculates Water Surface
Elevations
HEC Data Storage System (DSS)(binary data file system shared by HEC models)
• An exact replica of the binary DSS files is stored in the ArcGIS geodatabase
• An Arc 9 Toolbox exchanges data between DSS and the geodatabase
Time series catalog
Many time series
Flow Change PointsModels communicate with
one another through Arc Hydro at designated points
Nexrad Map to Flood Map in Arc 9 Model Builder FLO
ODPLAIN MAP
Flood map as output
Model for flood flow
Model for flood
depth
HMS
Nexrad rainfall map as input
Conclusions
• An interface data model provides a convenient way of storing and visualizing the content of a hydrologic model
• Combination of interface data models and ArcGIS Model Builder provides a very efficient means of work flow automation