| contributor author | M. Cellino | |
| contributor author | W. H. Graf | |
| date accessioned | 2017-05-08T20:43:29Z | |
| date available | 2017-05-08T20:43:29Z | |
| date copyright | May 1999 | |
| date issued | 1999 | |
| identifier other | %28asce%290733-9429%281999%29125%3A5%28455%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24828 | |
| description abstract | To determine the suspended load component of sediment transport in open-channel flow, the vertical distribution of the concentration of suspended particles is of importance. It is usual to determine this distribution by solving the diffusion-convection equation under appropriate boundary conditions. The exponent in the resulting equation is the Rouse number, defined as | |
| publisher | American Society of Civil Engineers | |
| title | Sediment-Laden Flow in Open-Channels under Noncapacity and Capacity Conditions | |
| type | Journal Paper | |
| journal volume | 125 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1999)125:5(455) | |
| tree | Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 005 | |
| contenttype | Fulltext | |
