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contributor authorPrabhata K. Swamee
date accessioned2017-05-08T20:40:18Z
date available2017-05-08T20:40:18Z
date copyrightAugust 1988
date issued1988
identifier other%28asce%290733-9429%281988%29114%3A8%28945%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23034
description abstractMost of the existing weir formulas lose their significance as the ratios of head to height or head to width become large. A full range equation valid for all values of head-to-height ratio has been developed for a sharp crested weir. Also for finite crested weirs a full range equation valid for all values to head-to-width ratio has been presented. This equation covers narrow crested, broad crested and long crested weirs. Providing a smooth transition between sharp crested and finite crested weir equations, a generalized rectangular weir equation has been evolved. This equation is applicable to all head-to-height ratios and all head-to-width ratios or sharp crested and finite crested weirs. This equation is applicable to all types of rectangular weirs-sharp crested or broad crested, and sills. It is hoped that the equation will be useful for analysis and design purposes.
publisherAmerican Society of Civil Engineers
titleGeneralized Rectangular Weir Equations
typeJournal Paper
journal volume114
journal issue8
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1988)114:8(945)
treeJournal of Hydraulic Engineering:;1988:;Volume ( 114 ):;issue: 008
contenttypeFulltext


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