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Using Gumbel’s extreme value distribution and HEC-RAS hydrodynamic model, the levels of peak floods at different locations of Mahanadi River reach between Hirakud dam and Naraj (delta head of Mahanadi) for 10, 25, 50 and 100 years return period are estimated. Based on the simulation study carried out considering 36 cross sections for 310 km length of river, it is observed that the heightening of embankment...
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