| contributor author | A. J. Clemmens | |
| contributor author | M. G. Bos | |
| contributor author | J. A. Replogle | |
| date accessioned | 2017-05-08T20:46:48Z | |
| date available | 2017-05-08T20:46:48Z | |
| date copyright | August 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9437%281987%29113%3A3%28420%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26906 | |
| description abstract | A new approach to the design of flumes and weir for open channels is developed. The approach is based on matching the flume to approach channel conditions thus providing an appropriate Froude number in the approach channel for the passage of sediment and for producing a stable readable water surface at the head measurement station. The procedure is graphical and is applicable to approach sections and control sections of any shape. | |
| publisher | American Society of Civil Engineers | |
| title | Contraction Ratios for Weir and Flume Designs | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 3 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(1987)113:3(420) | |
| tree | Journal of Irrigation and Drainage Engineering:;1987:;Volume ( 113 ):;issue: 003 | |
| contenttype | Fulltext | |
