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- W3201470421 abstract "Dam break analysis helps to predict the breach flood hydrograph and its time of arrival at desired locations along with depth and velocity of flow. This paper illustrates a case study on dam break analysis of Hidkal Dam using one-dimensional hydraulic model HEC-RAS with the help of river geometry generated by DEM. The present study illustrates the simulation of flood hydrograph under PMF scenario for both piping and overflow failure modes. The peak flow values as obtained from the model are 72,020.57 m3/s and 78,384.21 m3/s at the downstream of the dam and the corresponding inundation area estimated to be of 74.32 km2 and 78.19 km2 for piping failure and overtopping failure, respectively. The flow depth is found to vary from 30.39 m to 13.09 m for piping failure and 34.98 m to 13.86 m for overtopping failure at the downstream of the dam and the end of river reach, respectively." @default.
- W3201470421 created "2021-09-27" @default.
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- W3201470421 date "2021-01-01" @default.
- W3201470421 modified "2023-10-18" @default.
- W3201470421 title "Dam Break Flood Routing and Inundation Mapping Using HEC-RAS and HEC-GeoRAS" @default.
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- W3201470421 doi "https://doi.org/10.1007/978-3-030-79400-2_11" @default.
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