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

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Heinzer, Tom, Sehbat, Michael, Feinberg, Bruce, and Kerper, Dale. 2000. TheUse of GIS to Manage LIDAR Elevation Data and Facilitate Integrationwith the MIKE21 2-D Hydraulic Model in a Flood Inundation DecisionSupport System. Proceedings of the 2000 ESRI users’ internationalconference. San Diego, CA, June 2000.Huang B., and Jiang B. 2002. AVTOP: a Full Integration of TOPMODEL intoGIS. Environmental Modelling and Software, Volume 17, pp. 261-268.Jonge, Tineke De (Delft Hydraulics); Kok, Matthijs; and Hogeweg, Marten.1996. Modelling floods and damage assessment using GIS. Application ofGeographic Information Systems in Hydrology and Water ResourcesManagement, IAHS Publication (International Association ofHydrological Sciences), Volume 235, pp. 299-306.Maidment, D. R. 1993. GIS and Hydrologic Modeling. In EnvironmentalModeling with GIS, edited by Goodchild M.F., Parks B.O., and SteyaertL.T., New York, Oxford University Press, pp. 147-167.Maidment, D. R. 2002. Arc Hydro-GIS for water resources. ESRI Press,Redlands, California.Muller, H. G., and Rungoe, M. 1995. Integrating Floodplain Management andNumerical Modeling using ArcView. Proc., 15th Annu. ESRI User Conf.,Environmental Systems Research Institute, Redlands, California.Nelson, E. J. 2000. WMS v6.0 Reference Manual. Environmental ModelingResearch Laboratory, Brigham Young University, Provo, Utah, pp. 487.Noman N. S., Nelson E. J., and Zundel A. K. 2001. Review of AutomatedFloodplain Delineation from Digital Terrain Models. Journal of WaterResources Planning and Management., Volume 127, No. 6, pp. 394-402.Obenour D., Maidment, D., Evans, T., Yates D., 2004. An Interface Data Modelfor HEC-HMS. AWRA Spring Specialty Conference, May 17-19, 2004,Nashville, Tennessee.Olivera, F., and Maidment, D. R. 2000. GIS Tools for HMS modeling support.Chapter 5, Hydrologic and hydraulic modeling support with geographicinformation systems, D.R. Maidment and D. Djokic, eds., ESRI Press, SanDiego, Calif.220
Olsen R. J., Beling, P. A., Lambert, J. H., and Haimes, Y. Y. 1998. Input-OutputEconomic Evaluation of System of Levees. Journal of Water ResourcesPlanning and Management, Volume 124, No. 5, pp. 237-245.Penning-Rowsell, E. C., and Chatterton, J. B. 1977. The Benefits of FloodAlleviation: A Manual of Assessment Techniques, Gower PublishingCompany Limited, Aldershot, England.Raman V., Crone C., Haas L., Malaika S., Mukai T., Wolfson D., and Baru C.2002. Data Access and Management Services on Grid.http://www.cs.man.ac.uk/grid-db/papers/dams.pdf, pp. 1-24.Reed, S., Maidment, D. R. 1999. Coordinate Transformations for UsingNEXRAD Data in GIS-based Hydrologic Modeling. Journal ofHydrologic Engineering, Volume 4, No. 2, pp. 174-182.Reitsma, R. F., Sautins, A. M., and Wehrend, S. C. 1994. Construction kit forvisual programming of river-basin models. Journal of Computing in CivilEngineering, ASCE, Volume 8, No. 3, pp. 378-384.Runge, Morten, and Olesen, Kim Wium. 2003. Combined one- and twodimensionalflood modeling. Fourth Iranian Hydraulic Conference, 21-23October, Shiraz, Iran.Sinha S. K., Sotiropoulos F., and Odgaard A. J. 1998. Three-dimensionalnumerical model for flow through natural rivers. Journal of HydraulicEngineering. Volume 124, No. 1, pp. 13-24.Snead, Daniel, B. 2000. Development and application of unsteady flood modelsusing geographic information systems. Departmental Report. TheUniversity of Texas at Austin. Center for Research in Water Resourcesonline report 00-12. Southwest Florida Water Management District’s Watershed ManagementProgram Guidelines and Specifications. 2002.Sui, D. Z., and Maggio, R. C. 1999. Integrating GIS with hydrological modeling:practices, problems, and prospects. Computers, Environment and UrbanSystems., Volume 23, pp. 33-51.221
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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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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 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
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: Goodchild, M.F., Steyaert, L.T., an
Page 233 and 234: Werner, M. G. F. 2001. Impact of gr
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Converting a NEXRAD Rainfall Map into a Flood Inundation Map by ...

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