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contributor authorH. Chanson
contributor authorJ. S. Montes
date accessioned2017-05-08T20:48:51Z
date available2017-05-08T20:48:51Z
date copyrightMay 1998
date issued1998
identifier other%28asce%290733-9437%281998%29124%3A3%28152%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/27860
description abstractThe most common types of weirs are the broad-crested weir, the sharp-crested weir, the circular-crested weir, and nowadays, the ogee crest weir. Advantages of the cylindrical weir shape include the stable overflow pattern, the ease to pass floating debris, the simplicity of design compared to ogee crest design, and the associated lower costs. In this study, the writers describe new experiments of circular weir overflows, with eight cylinder sizes, for several weir heights and for five types of inflow conditions: partially developed inflow, fully developed inflow, upstream ramp, upstream undular hydraulic jump, and upstream (breaking) hydraulic jump. Within the range of the experiments, the cylinder size, the weir height
publisherAmerican Society of Civil Engineers
titleOverflow Characteristics of Circular Weirs: Effects of Inflow Conditions
typeJournal Paper
journal volume124
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1998)124:3(152)
treeJournal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 003
contenttypeFulltext


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