| contributor author | D. Bousmar | |
| contributor author | N. Rivière | |
| contributor author | S. Proust | |
| contributor author | A. Paquier | |
| contributor author | R. Morel | |
| contributor author | Y. Zech | |
| date accessioned | 2017-05-08T20:45:07Z | |
| date available | 2017-05-08T20:45:07Z | |
| date copyright | May 2005 | |
| date issued | 2005 | |
| identifier other | %28asce%290733-9429%282005%29131%3A5%28408%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/25908 | |
| description abstract | Common inlet design for compound-channel flumes does not ensure a proper upstream discharge distribution. As the total head in the upstream tank is the same for both main-channel and floodplain subsections, the velocity in the upstream section is also the same in both subsections. The floodplain discharge is therefore too large and a mass transfer towards the main channel occurs along the flume. This Technical Note investigates how long a compound-channel flume must be to ensure that equilibrium between subsection discharges is achieved. The required length is found to be significant compared to the actual length of experimental flumes reported in the literature. | |
| publisher | American Society of Civil Engineers | |
| title | Upstream Discharge Distribution in Compound-Channel Flumes | |
| type | Journal Paper | |
| journal volume | 131 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2005)131:5(408) | |
| tree | Journal of Hydraulic Engineering:;2005:;Volume ( 131 ):;issue: 005 | |
| contenttype | Fulltext | |
