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contributor authorM. Bijankhan
contributor authorC. Di Stefano
contributor authorV. Ferro
contributor authorS. Kouchakzadeh
date accessioned2017-05-08T21:53:35Z
date available2017-05-08T21:53:35Z
date copyrightMarch 2014
date issued2014
identifier other%28asce%29is%2E1943-555x%2E0000032.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/65585
description abstractThe flow process of weirs of finite crest length is analyzed on the basis of the dimensional analysis and incomplete self-similarity theory. The crest length is incorporated in the functional stage-discharge relationship for weirs of finite crest length. The theoretically deduced stage-discharge formula was then calibrated using the experimental data compiled in this research. According to the current experimental data it is also concluded that the performance of the proposed stage-discharge formula is better than the previous dimensional stage-discharge formulae. Also, the proposed stage-discharge formula is applicable for all types of the weirs, i.e., long-crested, broad-crested, short-crested, and sharp-crested ones.
publisherAmerican Society of Civil Engineers
titleNew Stage-Discharge Relationship for Weirs of Finite Crest Length
typeJournal Paper
journal volume140
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)IR.1943-4774.0000670
treeJournal of Irrigation and Drainage Engineering:;2014:;Volume ( 140 ):;issue: 003
contenttypeFulltext


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