Converting a NEXRAD Rainfall Map into a Flood Inundation Map by ...

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Tate, E. C., Maidment, D. R., Olivera, F., and Anderson D. J. 2002. Creating aterrain model for floodplain mapping. Journal of Hydrologic Engineering.Volume 7, No 2, pp. 100-108.Tisdale, T. S. 1996. Object-Oriented Analysis of South Florida HydrologicSystems. Journal of Computing in Civil Engineering, ASCE, Volume 10,No. 4, pp. 318-326.U. S. Army Corps of Engineers (USACE). 1988. Flood Damage AnalysisPackage, User’s Manual. Hydrologic Engineering Center, Davis, CA.U. S. Army Corps of Engineers (USACE), 1991. HECLIB, Volume 2: HEC-DSSsubroutines, Programmer’s Manual, CPD-57, Hydrologic EngineeringCenter (HEC), Davis, CA.U. S. Army Corps of Engineers (USACE), 1995. HEC-DSS, User’s Guide andUtility Manuals, User’s Manual, CPD-45, Hydrologic Engineering Center,Davis, CA.U. S. Army Corps of Engineers (USACE). 1997. HEC-RAS River AnalysisSystem, User’s Manual. Hydrologic Engineering Center, Davis, CA.U. S. Army Corps of Engineers (USACE). 1998. Flood Damage AnalysisPackage, User’s Manual. Hydrologic Engineering Center, Davis, CA.U. S. Army Corps of Engineers (USACE). 2000a. HEC-HMS HydrologicModeling System, User’s Manual. Hydrologic Engineering Center, Davis,CA.U. S. Army Corps of Engineers (USACE). 2000b. Geospatial HydrologicModeling Extension HEC-GeoHMS, User’s Manual, CPD-77. HydrologicEngineering Center, Davis, CA.U. S. Army Corps of Engineers (USACE). 2002a. HEC-GeoRAS: An Extensionfor Support of HEC-RAS using ArcView. Users Manual. Version 3.1,CPD-76. October 2002, Hydrologic Engineering Center, Davis, California.U. S. Army Corps of Engineers (USACE). 2002b. HEC-RAS: River AnalysisSystem. Hydraulic Reference Manual, Version 3.1, November, HydrologicEngineering Center, Davis, California.222
Werner, M. G. F. 2001. Impact of grid size in GIS based flood extent mappingusing a 1D flow model. Physics and Chemistry of the Earth, Part B:Hydrology, Oceans and Atmosphere. Volume 26, Issues 7-8, pp. 517-522.Whiteaker, T. L., and Maidment, D. R. 2001. A Prototype Toolset for the ArcGISHydro Data Model. Center for Research in Water Resources, OnlinePublication, CRWR Online Report 01-6, pp. 170.Whiteaker, T. 2003. Hydrologic Simulation with Arc Hydro, libhydro, and ModelBuilder. Center for Research in Water Resources, University of Texas atAustin,http://www.crwr.utexas.edu/gis/gishydro03/LibHydro/HydrologicSimulationWithArcHydrolibHydroandModelBuilder.doc.Wurbs, R. A. 1996. Optimal Sizing of Flood Damage Reduction Measures Basedon Economic Efficiency. Water Resources Development, Volume 12, No.1, pp. 5-16.Wurbs, R. A., Toneatti S., and Sherwin J. 2001. Modeling Uncertainty in FloodStudies. Water Resources Development, Volume 17, No. 3, pp. 353-363.Yang, C. R., and Tsai C. T. 2000. Development of a GIS-Based FloodInformation System for Floodplain Modeling and Damage Calculation.Journal of the American Water Resources Association, Volume. 36, No. 3,pp. 567-577.Zeiler, Michael. 1999. Modeling Our World: The ESRI Guide to GeodatabaseDesign. ESRI Press, Redlands, California.223
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Table of ContentsList of Figures ..
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4.1.12 The XML2GDB Script Tool ....
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Figure 3.24 Components of a Steady
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Figure 4.50 Create Flood Inundation
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Chapter 1 Introduction1.1 BACKGROUN
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for undeveloped or natural conditio
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All the previous statements favor t
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science, and engineering models as
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Different approaches have been used
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generic and self-described formats,
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externally executed from a central
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though GIS-based, the system does n
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Geographic Information Systems, Arc
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By defining the three basic functio
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containing an inventory of damage s
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Data Models in charge of storing an
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Figure 3.1 Floodplain Modeling Sche
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either with Schematic Nodes (for Su
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channel cross sections, available H
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sequential data, called pathnames,
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Figure 3.5 NEXRAD square cells (873
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geodatabase formatted with the Arc
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The CrossSection feature class in A
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geodatabase (under Arc Hydro format
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3.4.4 External Execution of HEC-RAS
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analysis. In particular, GIS has be
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3.5.3 Model-Specific ElementsA geog
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Figure 3.11 Geographic and Hydrolog
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For HEC-RAS, the connectivity is ac
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cross sections in the hydraulic mod
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Section line for a RAS cross-sectio
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from the geodatabase back into the
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Figure 3.19 Relationship Classes fo
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Figure 3.20 DSS Time Series content
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Figure 3.22 Extended Time Series Co
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Figure 3.23 Creating a Flow File fr
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etween the HEC-DSS file system and
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The more specific steps for the pos
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Chapter 4 Map2Map Components4.1 MOD
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A subset of NEXRAD time series data
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A folder location is also provided
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Figure 4.4 Radar2GDB Model Componen
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ecords. Figure 4.6 illustrates the
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Figure 4.8 Time Series Tables and R
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having different formats and that a
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Part E: Time Interval of stored dat
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execution time and for their corres
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on the steps needed to transfer the
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Len_sBTime (I): The length of the s
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52: Invalid precision exponent spec
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methods: user hyetograph, user gage
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Once the hyetograph is defined (for
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The resulting runoff hydrograph is
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Thus, the time period for the entir
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After the ZSRTS subroutine is execu
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Figure 4.12 HMSCaller Model Compone
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ased on a process handle (a program
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These simple command line statement
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To programmatically accomplish this
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to provide the hydraulic input for
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information into the extended Arc H
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The HydroJunction, used for connect
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Once the identification of flow cha
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As with the GDB2HMSDSS, the first t
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4.1.7 Time Series ExtractionOnce th
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accomplish this have been developed
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straight forward for all time stamp
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As opposed to HEC-DSS, the Arc Hydr
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Table 4.4: Variable Type Equivalenc
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ZCAT DSS subroutines) and stored in
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Table 4.5: Time Interval Equivalenc
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There are not specific valid values
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catalog list. For the DSS2GDB appli
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4.1.9.1 Opening the HEC-DSS fileThe
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channel (the hydraulic representati
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the model if the new configuration
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the main program as a public module
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Then, the RASCaller application acc
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Figure 4.31 ProjectName Property in
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Figure 4.33 RunSteady Method in RAS
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Figure 4.34 ExportGIS Method in RAS
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data structures delivered by every
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The two most well-known models for
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The water surface elevations obtain
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Once the water surface elevations f
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Generate a suitable water surface m
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Figure 4.42 2 Foot-Contour Lines fo
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Figure 4.43 Rosillo Creek’s terra
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standard ArcGIS tool), is used in M
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Page 183 and 184: Figure 4.49 Create Flood Polygon Mo
Page 185 and 186: Int OperationThe Integer operation
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Page 193 and 194: Figure 4.55 Workflow for Extracting
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Page 201 and 202: involved in the transformation of r
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Page 205 and 206: 5.6 A TRUE SPATIAL APPROACHAutomate
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Page 211 and 212: case study. Bigger watersheds (abov
Page 213 and 214: The first step consists in installi
Page 215 and 216: 3.7 Map2Map UsageAll of the model b
Page 217 and 218: Congratulations! You have successfu
Page 219 and 220: Once the simplified version of Arc
Page 221 and 222: cells that cover your study area an
Page 223 and 224: Second, the user needs to modify th
Page 225 and 226: Appendix BMap2Map CD Content1 CD Da
Page 227 and 228: o hmsproj - contains folders with H
Page 229 and 230: Goodchild, M.F., Steyaert, L.T., an
Page 231: Olsen R. J., Beling, P. A., Lambert
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