Optimizing empirical area reduction parameters for sediment profile in a reservoir

Jaiswal, R. K.; Nayak, T. R.; Jain, Sanjay K.; Lohani, A. K.

dc.contributor.author	Jaiswal, R. K.
dc.contributor.author	Nayak, T. R.
dc.contributor.author	Jain, Sanjay K.
dc.contributor.author	Lohani, A. K.
dc.date.accessioned	2021-04-16T15:24:34Z
dc.date.available	2021-04-16T15:24:34Z
dc.date.issued	2016
dc.identifier.citation	Journal of Indian Water Resouces Society, Vol:36, No. 3, July 2016	en_US
dc.identifier.uri	http://117.252.14.250:8080/jspui/handle/123456789/6002
dc.description.abstract	The empirical area reduction method commonly used to determine sediment profile in a reservoir given by Borland and Miller, 1960 is based on three empirical parameters (C, m and n) determined from results of sediment studies of few reservoirs in U.S.A.	en_US
dc.language.iso	en	en_US
dc.publisher	Indian Water Resources Society	en_US
dc.subject	Optimization	en_US
dc.subject	Sediment distribution	en_US
dc.subject	Hydrographic survey	en_US
dc.subject	Reservoir operation	en_US
dc.title	Optimizing empirical area reduction parameters for sediment profile in a reservoir	en_US
dc.type	Article	en_US