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contributor authorWilli H. Hager
date accessioned2017-05-08T20:46:48Z
date available2017-05-08T20:46:48Z
date copyrightAugust 1987
date issued1987
identifier other%28asce%290733-9437%281987%29113%3A3%28413%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26905
description abstractThe discharge‐head relation of flows in circular and U‐shaped channels under circular thin plate gates is established. The coefficient of discharge is determined experimentally and it is found that only the effect of the relative gate opening is significant. Peculiarities of the free surface downstream of the gate section are described in detail.
publisherAmerican Society of Civil Engineers
titleCircular Gates in Circular and U‐Shaped Channels
typeJournal Paper
journal volume113
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1987)113:3(413)
treeJournal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 003
contenttypeFulltext


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