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contributor authorC. Chatterjee
contributor authorR. Singh
contributor authorS. K. Kar
contributor authorS. N. Panda
contributor authorS. L. Bohara
date accessioned2017-05-08T20:48:51Z
date available2017-05-08T20:48:51Z
date copyrightMarch 1998
date issued1998
identifier other%28asce%290733-9437%281998%29124%3A2%2896%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27856
description abstractA theoretical submerged flow equation for chimney weir is developed. Based on experiments conducted with five different chimney weirs, it is found that the theoretical submerged flow equation, along with a parabolic equation relating the coefficient of discharge and the ratio of upstream head to crest height, predicts the discharge accurately. The performance of the developed equation is compared with the previously developed submergence formulas for sharp-crested weirs, and it is seen that the developed equation performs better within the experimental range. Further, for simplicity, an empirical equation is also proposed, which is found to give reasonable prediction of submerged discharge.
publisherAmerican Society of Civil Engineers
titleFlow Characteristics of Chimney Weir under Submergence
typeJournal Paper
journal volume124
journal issue2
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1998)124:2(96)
treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 002
contenttypeFulltext


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