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Please use this identifier to cite or link to this item: http://216.48.180.58:8082/jspui/handle/123456789/6002
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dc.contributor.authorJaiswal, R. K.-
dc.contributor.authorNayak, T. R.-
dc.contributor.authorJain, Sanjay K.-
dc.contributor.authorLohani, A. K.-
dc.date.accessioned2021-04-16T15:24:34Z-
dc.date.available2021-04-16T15:24:34Z-
dc.date.issued2016-
dc.identifier.citationJournal of Indian Water Resouces Society, Vol:36, No. 3, July 2016en_US
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/6002-
dc.description.abstractThe 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.isoenen_US
dc.publisherIndian Water Resources Societyen_US
dc.subjectOptimizationen_US
dc.subjectSediment distributionen_US
dc.subjectHydrographic surveyen_US
dc.subjectReservoir operationen_US
dc.titleOptimizing empirical area reduction parameters for sediment profile in a reservoiren_US
dc.typeArticleen_US
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