An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS

Hydrologic Engineering Centerâ s River Analysis System (HEC-RAS) software is commonly used to perform hydraulic analysis for floodplain delineation studies. In addition to floodplains, the hydraulic analysis also includes modeling a floodway in detailed floodplain study areas. Floodway modeling i...

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Bibliographic Details
Main Author: Selvanathan, Sivasankkar
Other Authors: Civil Engineering
Format: Others
Published: Virginia Tech 2014
Subjects:
GIS
Online Access:http://hdl.handle.net/10919/40395
http://scholar.lib.vt.edu/theses/available/etd-12072009-151412/
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spelling ndltd-VTETD-oai-vtechworks.lib.vt.edu-10919-403952020-09-26T05:34:40Z An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS Selvanathan, Sivasankkar Civil Engineering Dymond, Randel L. Hancock, Kathleen L. Logsdon, Kendrick Jr. Carstensen, Laurence William Jr. Kibler, David F. floodway smoothing algorithms tight-coupling HECRAS Floodway GIS Hydrologic Engineering Centerâ s River Analysis System (HEC-RAS) software is commonly used to perform hydraulic analysis for floodplain delineation studies. In addition to floodplains, the hydraulic analysis also includes modeling a floodway in detailed floodplain study areas. Floodway modeling is an iterative process in which the 1% annual chance flood discharge is restricted within a floodway without exceeding a designated increase, called the surcharge (usually 1 foot), in water surface elevation. An engineer models flows along a reach to meet Federal Emergency Management Agencyâ s (FEMA) surcharge requirements. We present a tightly coupled system comprising of a commercial GIS (ArcGIS) and HECRAS that automates HECRASâ s floodway encroachments modeling. The coupled system takes an automated approach, in which an initial floodway is developed by running HEC-RAS in an iterative fashion with minimal user intervention. A customized ArcGIS visual environment has been developed to edit, remodel, spatially analyze and map floodway boundaries. Four different encroachments fine-tuning options are provided which eliminates the need for a modeler to switch between HECRAS and GIS in the floodway modeling process. Thus, the tool increases the productivity of a modeler by cutting down on manual modeling time during floodway iterations and transition between HECRAS and ArcGIS. The transfer of HECRAS model output into the ArcGIS environment facilitates quick and efficient spatial analysis. The final step in the floodway modeling process is to develop a smooth floodway boundary that can be mapped on a DFIRM. We have developed automated mapping algorithms that accomplish this task. Some manual fine-tuning is required to finalize the floodway to be printed on FEMAâ s Flood Insurance Rate Maps (FIRMs). Ph. D. 2014-03-14T21:23:19Z 2014-03-14T21:23:19Z 2009-11-19 2009-12-07 2010-01-07 2010-01-07 Dissertation etd-12072009-151412 http://hdl.handle.net/10919/40395 http://scholar.lib.vt.edu/theses/available/etd-12072009-151412/ Selvanathan_Sivasankkar_D_2009.pdf Selvanathan_Sivasankkar_D_2009_Copyright.pdf In Copyright http://rightsstatements.org/vocab/InC/1.0/ application/pdf application/pdf Virginia Tech
collection NDLTD
format Others
sources NDLTD
topic floodway smoothing algorithms
tight-coupling
HECRAS
Floodway
GIS
spellingShingle floodway smoothing algorithms
tight-coupling
HECRAS
Floodway
GIS
Selvanathan, Sivasankkar
An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS
description Hydrologic Engineering Centerâ s River Analysis System (HEC-RAS) software is commonly used to perform hydraulic analysis for floodplain delineation studies. In addition to floodplains, the hydraulic analysis also includes modeling a floodway in detailed floodplain study areas. Floodway modeling is an iterative process in which the 1% annual chance flood discharge is restricted within a floodway without exceeding a designated increase, called the surcharge (usually 1 foot), in water surface elevation. An engineer models flows along a reach to meet Federal Emergency Management Agencyâ s (FEMA) surcharge requirements. We present a tightly coupled system comprising of a commercial GIS (ArcGIS) and HECRAS that automates HECRASâ s floodway encroachments modeling. The coupled system takes an automated approach, in which an initial floodway is developed by running HEC-RAS in an iterative fashion with minimal user intervention. A customized ArcGIS visual environment has been developed to edit, remodel, spatially analyze and map floodway boundaries. Four different encroachments fine-tuning options are provided which eliminates the need for a modeler to switch between HECRAS and GIS in the floodway modeling process. Thus, the tool increases the productivity of a modeler by cutting down on manual modeling time during floodway iterations and transition between HECRAS and ArcGIS. The transfer of HECRAS model output into the ArcGIS environment facilitates quick and efficient spatial analysis. The final step in the floodway modeling process is to develop a smooth floodway boundary that can be mapped on a DFIRM. We have developed automated mapping algorithms that accomplish this task. Some manual fine-tuning is required to finalize the floodway to be printed on FEMAâ s Flood Insurance Rate Maps (FIRMs). === Ph. D.
author2 Civil Engineering
author_facet Civil Engineering
Selvanathan, Sivasankkar
author Selvanathan, Sivasankkar
author_sort Selvanathan, Sivasankkar
title An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS
title_short An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS
title_full An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS
title_fullStr An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS
title_full_unstemmed An Improved Algorithmic Approach to Iterative Floodway Modeling using HECRAS and GIS
title_sort improved algorithmic approach to iterative floodway modeling using hecras and gis
publisher Virginia Tech
publishDate 2014
url http://hdl.handle.net/10919/40395
http://scholar.lib.vt.edu/theses/available/etd-12072009-151412/
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