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contributor authorAli Uyumaz
date accessioned2017-05-08T20:42:53Z
date available2017-05-08T20:42:53Z
date copyrightJuly 1997
date issued1997
identifier other%28asce%290733-9429%281997%29123%3A7%28639%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24472
description abstractNumerical investigations of flow over side weirs in U-shaped channel are reported. Numerical models are obtained from energy principles and solved by a finite-difference method. The results are presented in graphical form. The study covers suband supercritical flow regimes. Derived expressions for the side weir discharge and water surface profiles in U-shaped channels for these regimes are compared with experimental results. Necessary charts are presented for practical engineering use.
publisherAmerican Society of Civil Engineers
titleSide Weir in U-Shaped Channels
typeJournal Paper
journal volume123
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1997)123:7(639)
treeJournal of Hydraulic Engineering:;1997:;Volume ( 123 ):;issue: 007
contenttypeFulltext


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