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

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ReferencesAckerman, Cameron, T., Evans, Thomas, A., and Brunner, Gary, W. 1999. HEC-GeoRAS: Linking GIS to Hydraulic Analysis Using ARC/INFO andHEC-RAS. 1999 International ESRI User Conference. ESRI, Redlands,CA.Ackerman, Cameron. 2004. Flood Warning and Response System for theSusquehanna River. AWRA Spring Specialty Conference, May 17-19,2004, Nashville, Tennessee.Anderson, David, J. 2000. GIS based hydrologic and hydraulic modeling forfloodplain delineation at highway river crossings. M.S. thesis. TheUniversity of Texas at Austin. Center for Research in Water Resourcesonline report 00-11. Arctur, David and Zeiler Michael. 2004. Designing Geodatabases: Case Studies inGIS Data Modeling. ESRI Press, Redlands, California.Azagra, Esteban, Olivera, Francisco, and Maidment, David. 1999. FloodplainVisualization using TINs. Center for Research in Water Resources onlinereport 99-5. Beard, L. R. 1997. Estimating Flood Frequency and Average Annual Damage.Journal of Water Resources Planning and Management, Volume 123, No.2, pp. 84-88.Bedient, P. B., and Huber, W. C. 1992. Hydrology and Floodplain Analysis. 2ndedn, Wokingham, UK, Addison-Wesley.Boyle, S. J., Tsanis, I. K., and Kanaroglou, P. S. 1998. Developing GeographicInformation Systems for Land Use Impact Assessment in FloodingConditions. Journal of Water Resources Planning and Management,Volume 124, No. 2, pp. 89-98.Brimicombe, A. J., and Bartlett, J. M. 1996. Linking GIS with HydraulicModeling for Flood Risk Assessment: The Hong Kong Approach. In GISand Environmental Modeling: Progress and Research Issues, edited by218
Goodchild, M.F., Steyaert, L.T., and Parks, B.O., Fort Collins, CO, GISWorld Books, pp. 165-168.Danish Hydraulic Institute (DHI). 2000. MIKE 11 Reference Manual and UserGuide, 2000.Danish Hydraulic Institute (DHI). 2001. MIKE 21 Reference Manual and UserGuide, 2001.Davis, S. A., Johnson, N. B., Hansen, W. J., Warren, A., Reynolds, F. R., Foley,C. O., and Fulton, R. L. 1988. National Economic DevelopmentProcedures Manual: Urban Flood Damage (Alexandria, VA, U.S. ArmyCorps of Engineers, Institute for Water Resources).Djokic, D., Beavers, M., A., and Deshakulakarni, K. 1994. Arc/HEC2- AnArcInfo-Hec2 Interface. Proceedings of the 21 st annual conference onwater policy and management. American Water Resources Association,ASCE, pp. 41-44, May 1994.Djokic, D., Coates, A., and Ball, J. E. 1995. GIS as integration tool for hydrologicmodeling: A need for generic hydrologic data exchange format. 1995ESRI User Conference. Redlands, CA, pp. 22-26, May 1995.Fread, D., L., and Lewis, J., M. 1988. FLDWAV: A Generalized Flood RoutingModel. Proceedings of National Conference on Hydraulic Engineering.Colorado Springs, Colorado.GRASS 4.1 User’s Reference Manual. 1993. U.S. Army Corps of EngineersConstruction Engineering Research Laboratory, Champaign, Ill.Grigg, N. S., and Helweg, O. J. 1975. State-of-the-Art of estimating flood damagein urban areas. Water Resources Bulletin. Volume 11, No. 2, pp. 379-390.Haan, C. T. 1977. Statistical Methods in Hydrology, Iowa State University Press,Ames, Iowa.Hansen, W. J. 1987. National Economic Development Procedures Manual:Agricultural Flood Damage (Alexandria, VA, U.S. Army Corps ofEngineers, Institute for Water Resources).Harold, E. R., and Means, W. S. 2001. XML in a Nutshell, O’Reilly &Associates, Inc., Sebastopol, CA.219
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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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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 205 and 206: 5.6 A TRUE SPATIAL APPROACHAutomate
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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
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Page 223 and 224: Second, the user needs to modify th
Page 225 and 226: Appendix BMap2Map CD Content1 CD Da
Page 227: o hmsproj - contains folders with H
Page 231 and 232: Olsen R. J., Beling, P. A., Lambert
Page 233 and 234: Werner, M. G. F. 2001. Impact of gr
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