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dc.contributor.authorHarikumar, Aditya-
dc.contributor.authorSachin-
dc.contributor.authorPatra, K C-
dc.date.accessioned2019-01-16T04:32:51Z-
dc.date.available2019-01-16T04:32:51Z-
dc.date.issued2018-12-
dc.identifier.citation23rd International Conference on Hydraulics, Water Resources and Coastal Engineering ( HYDRO 2018), Patna,India, 19-21 December 2018.en_US
dc.identifier.urihttp://hdl.handle.net/2080/3203-
dc.descriptionCopyright of this document belongs to proceedings publisher.en_US
dc.description.abstractDams are invariably used for multipurpose benefits to the society such as generation of hydropower, irrigation, water supply, flood control and others, but with associated high risk. As it retains huge amount of water, there is always a risk of formation of breach. There is a need to study the breaching aspects of a dam. In this paper a hydraulic model named MIKE11 developed by Danish Hydraulic Institute (DHI) is used to carry out simulation of flood resulting from the failure of Indravati multipurpose dam in the Odisha state. Propagation of the flood wave at its downstream reaches is studied and the consequent inundation map of the downstream submersed areas is prepared. Digital Elevation Map of the study area is obtained from USGS site and is converted into ARCII with the help of Arc-GIS software. Simulations carried out posed a challenge due to the availability of low resolution topographic data, stiff slope of the channel, obstructions at the downstream side of dam and other factors.en_US
dc.subjectArc-GISen_US
dc.subjectIndravati damen_US
dc.subjectDam breachen_US
dc.subjectFlooden_US
dc.subjectMIKE11en_US
dc.titleSimulating Failure of Indravati Dam using Mike 11 and the Propagation of Breached Outflowen_US
dc.typeArticleen_US
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