Overflow Characteristics of Circular Weirs: Effects of Inflow Conditions
contributor author | H. Chanson | |
contributor author | J. S. Montes | |
date accessioned | 2017-05-08T20:48:51Z | |
date available | 2017-05-08T20:48:51Z | |
date copyright | May 1998 | |
date issued | 1998 | |
identifier other | %28asce%290733-9437%281998%29124%3A3%28152%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27860 | |
description abstract | The 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 | |
publisher | American Society of Civil Engineers | |
title | Overflow Characteristics of Circular Weirs: Effects of Inflow Conditions | |
type | Journal Paper | |
journal volume | 124 | |
journal issue | 3 | |
journal title | Journal of Irrigation and Drainage Engineering | |
identifier doi | 10.1061/(ASCE)0733-9437(1998)124:3(152) | |
tree | Journal of Irrigation and Drainage Engineering:;1998:;Volume ( 124 ):;issue: 003 | |
contenttype | Fulltext |