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contributor authorNevzat Yıldırım
contributor authorKerem Taştan
date accessioned2017-05-08T21:50:40Z
date available2017-05-08T21:50:40Z
date copyrightDecember 2009
date issued2009
identifier other%28asce%29hy%2E1943-7900%2E0000151.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63956
description abstractThe critical submergence for a group of multiple pipe intakes is predicted using a “superposition method” based on a potential flow solution. Experiments on groups of two, three, and four intakes were conducted. Experimental and theoretical results indicate that intakes in a group mutually influence the discharge into an individual intake. Therefore, the critical submergence for an intake in a group becomes larger than that for an isolated intake under identical flow conditions. The agreement between the theoretical and experimental results is found to be satisfactory.
publisherAmerican Society of Civil Engineers
titleCritical Submergence for Multiple Pipe Intakes
typeJournal Paper
journal volume135
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000127
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 012
contenttypeFulltext


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