| contributor author | R. Singh | |
| contributor author | D. Manivannan | |
| contributor author | T. Satyanarayana | |
| date accessioned | 2017-05-08T20:48:02Z | |
| date available | 2017-05-08T20:48:02Z | |
| date copyright | July 1994 | |
| date issued | 1994 | |
| identifier other | %28asce%290733-9437%281994%29120%3A4%28814%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/27591 | |
| description abstract | The characteristics of flow over side weirs are taken into account to determine the discharge coefficient for subcritical flow conditions under the assumption of constant‐specific energy. The main‐channel discharge, length of the weir crest, and sill height of the weir are treated as the controlled variables. The discharge coefficient | |
| publisher | American Society of Civil Engineers | |
| title | Discharge Coefficient of Rectangular Side Weirs | |
| type | Journal Paper | |
| journal volume | 120 | |
| journal issue | 4 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1994)120:4(814) | |
| tree | Journal of Irrigation and Drainage Engineering:;1994:;Volume ( 120 ):;issue: 004 | |
| contenttype | Fulltext | |
