Please use this identifier to cite or link to this item: http://117.252.14.250:8080/jspui/handle/123456789/3515
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dc.contributor.authorSen, S. P.-
dc.contributor.authorShankracharya-
dc.date.accessioned2019-09-06T10:37:03Z-
dc.date.available2019-09-06T10:37:03Z-
dc.date.issued1992-
dc.identifier.urihttp://117.252.14.250:8080/jspui/handle/123456789/3515-
dc.description.abstractAll reservoir formed by Dam on natural water course are subject to varying degree of sedimentation. The degree of sedimentation depends upon a number of factors such as intensity of rain, and its seasonality, relief, soil character, natural vegetation, cultivation etc. in the catchment of the proposed Dam Generation and transportation of sediment in its catchment and water course is a complex phenomena. Reasonable prediction of sediment yield in the catchment and its deposition in the reservoir requires an extensive knowledge of transport of sediment, particle size distribution and its mode of transport.. Very little progress on theoretical analysis of such transport in the reservoir has been made till date. However certain empirical and semiempiricai methods are in vogue in determination of capaoitv reduction of reservoir with time. Some of those methods are used here in predicting the anticipated sedimentation rate of Baglihar dam.en_US
dc.language.isoenen_US
dc.publisherNational Institute of Hydrologyen_US
dc.subjectBaglihar HE projecten_US
dc.title4.2-Sedimentation study of reservoir for Baglihar HE projecten_US
dc.typeTechnical Reporten_US
Appears in Collections:International Symposium on Hydrology of Mountainous Areas, 28-30 May 1992 at Shimla (India).

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