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Flood hazard assessment with multiparameter approach derived from coupled 1D and 2D hydrodynamic flow model

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dc.contributor.author Mani, Pankaj
dc.contributor.author Chatterjee, Chandranath
dc.contributor.author Kumar, Rakesh
dc.date.accessioned 2019-09-18T05:47:48Z
dc.date.available 2019-09-18T05:47:48Z
dc.date.issued 2013
dc.identifier.citation Natural Hazards en_US
dc.identifier.uri http://117.252.14.250:8080/jspui/handle/123456789/3590
dc.description.abstract Hydrodynamic flow modeling is carried out using a coupled 1D and 2D hydrodynamic flow model in northern India where an industrial plant is proposed. Two flooding scenarios, one considering the flooding source at regional/catchment level and another considering all flooding sources at local level have been simulated. For simulating flooding scenario due to flooding of the upstream catchment, the probable maximum flood (PMF) in the main river is routed and its flooding impact at the plant site is studied, while at the local level flooding, in addition to PMF in the main river, the probable maximum precipitation at the plant site and breaches in the canals near the plant site have been considered. The flood extent, depth, level, duration and maximum flow velocity have been computed. Three parameters namely the flood depth, cross product of flood depth and velocity and flood duration have been used for assessing the flood hazard, and a flood hazard classification scheme has been proposed. Flood hazard assessment for flooding due to upstream catchment and study on local scale facilitates determination of plinth level for the plant site and helps in identifying the flood protection measures. en_US
dc.language.iso en en_US
dc.publisher Springer en_US
dc.subject Canal breach en_US
dc.subject Flood depth en_US
dc.subject Flood velocity en_US
dc.subject Flood duration en_US
dc.subject Flood hazard en_US
dc.subject Hazard classification scheme en_US
dc.subject Coupled 1D and 2D hydrodynamic flow model en_US
dc.title Flood hazard assessment with multiparameter approach derived from coupled 1D and 2D hydrodynamic flow model en_US
dc.type Article en_US


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