| contributor author | Y. Lam Lau | |
| date accessioned | 2017-05-08T20:38:33Z | |
| date available | 2017-05-08T20:38:33Z | |
| date copyright | May 1983 | |
| date issued | 1983 | |
| identifier other | %28asce%290733-9429%281983%29109%3A5%28757%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22105 | |
| description abstract | A general velocity distribution consisting of a logarithmic profile plus a wake function has been used to investigate the effect of suspended sediment on flow resistance. From the experimental evidence that the wake constant increases when sediment is in suspension, it is shown that flow resistance must be reduced. It is shown that a flow with suspended sediments should have lower velocities near the boundary and higher velocities further away from the boundary than a clear water flow, given that the discharge and slope are identical. | |
| publisher | American Society of Civil Engineers | |
| title | Suspended Sediment Effect on Flow Resistance | |
| type | Journal Paper | |
| journal volume | 109 | |
| journal issue | 5 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1983)109:5(757) | |
| tree | Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 005 | |
| contenttype | Fulltext | |
