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contributor authorW. Robert C. Myers
date accessioned2017-05-08T20:41:08Z
date available2017-05-08T20:41:08Z
date copyrightMay 1991
date issued1991
identifier other%28asce%290733-9429%281991%29117%3A5%28676%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23472
description abstractAn experimental investigation of the influence of cross-sectional geometry on the discharge capacity of rectangular and compound channels is presented. It is found that a wide rectangular channel carries as much as 80% less than a narrow rectangular shape, and as much as 25% less than a compound shape of the same overall width, for the same cross-sectional area, and bed slope. Comparison of friction factors reveals that values in a wide rectangular channel could be as much as 45% greater than in a narrow rectangular section, and as much as 25% greater than in a compound section of the same overall width. The findings show the danger of ignoring shape effects in open channels, and underline the need for a systematic investigation of their influence on discharge capacity.
publisherAmerican Society of Civil Engineers
titleInfluence of Geometry on Discharge Capacity of Open Channels
typeJournal Paper
journal volume117
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1991)117:5(676)
treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 005
contenttypeFulltext


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