| contributor author | Amruthur S. Ramamurthy | |
| contributor author | Ngoc‐Diep Vo | |
| contributor author | German Vera | |
| date accessioned | 2017-05-08T20:47:42Z | |
| date available | 2017-05-08T20:47:42Z | |
| date copyright | November 1992 | |
| date issued | 1992 | |
| identifier other | %28asce%290733-9437%281992%29118%3A6%28988%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27402 | |
| description abstract | Circular-crested weirs are used for flow measurement and have wide applications in irrigation systems, where they serve as overflow structures. For flow past such a weir, the discharge coefficient was obtained on the basis of momentum analysis. Tests were conducted over a wide range of geometric and hydrodynamic variables characterizing the weir flow. The pressure distributions at various vertical sections and the depth of flow at the crest section were obtained for the flow over the weir. The discharge coefficient determined on the basis of momentum analysis is compared with results obtained from direct measurement of the discharge. | |
| publisher | American Society of Civil Engineers | |
| title | Momentum Model of Flow Past Weir | |
| type | Journal Paper | |
| journal volume | 118 | |
| journal issue | 6 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1992)118:6(988) | |
| tree | Journal of Irrigation and Drainage Engineering:;1992:;Volume ( 118 ):;issue: 006 | |
| contenttype | Fulltext | |
