| contributor author | Gilles Belaud | |
| contributor author | André Paquier | |
| date accessioned | 2017-05-08T20:49:08Z | |
| date available | 2017-05-08T20:49:08Z | |
| date copyright | February 2001 | |
| date issued | 2001 | |
| identifier other | %28asce%290733-9437%282001%29127%3A1%2835%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/28025 | |
| description abstract | To avoid sediment deposits in the downstream portion of irrigation channels, the outlets must extract a concentration equal to or higher than the one in the channel. In Pakistan, although channels have been designed in that way, the present management leads to a general deposition of sediments. A few concentration measurements and the use of a 3D model of one outlet suggest that the sediment discharge in the outlet is close to the one contained in the current tube entering the outlet. Finally, a simple model with one parameter is proposed to compute the sediment concentration in the outlet. | |
| publisher | American Society of Civil Engineers | |
| title | Sediment Diversion through Irrigation Outlets | |
| type | Journal Paper | |
| journal volume | 127 | |
| journal issue | 1 | |
| journal title | Journal of Irrigation and Drainage Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9437(2001)127:1(35) | |
| tree | Journal of Irrigation and Drainage Engineering:;2001:;Volume ( 127 ):;issue: 001 | |
| contenttype | Fulltext | |
