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contributor authorAmruthur S. Ramamurthy
contributor authorUdoyara S. Tim
contributor authorM. V. J. Rao
date accessioned2017-05-08T20:46:46Z
date available2017-05-08T20:46:46Z
date copyrightMay 1987
date issued1987
identifier other%28asce%290733-9437%281987%29113%3A2%28163%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26883
description abstractFor flow past a two‐dimensional sharp‐crested weir located at the end of a horizontal rectangular channel, experimental results related to velocity and pressure distributions in the region of the nappe close to the weir crest section and the pressure distribution on the weir face were obtained. Based on experimental results and simplified theoretical considerations, a general relationship between the weir discharge coefficient
publisherAmerican Society of Civil Engineers
titleFlow Over Sharp‐Crested Plate Weirs
typeJournal Paper
journal volume113
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1987)113:2(163)
treeJournal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 002
contenttypeFulltext


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