| contributor author | Hyoseop Woo | |
| contributor author | Pierre Y. Julien | |
| contributor author | Everett V. Richardson | |
| date accessioned | 2017-05-08T20:39:58Z | |
| date available | 2017-05-08T20:39:58Z | |
| date copyright | August 1987 | |
| date issued | 1987 | |
| identifier other | %28asce%290733-9429%281987%29113%3A8%281061%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22864 | |
| description abstract | The applicability of Einstein's and Colby's sediment transport formulas is tested with flume data of total bed sediment discharge in clay suspensions. The contact bed sediment discharge calculated using Einstein's formula remains practically unchanged after correction for the fluid viscosity and density of fine sediment mixtures. The increased total bed sediment discharge in hyperconcentrated flows is, therefore, attributable to the suspended sediment discharge. The results of Colby's method are similar to those of Einstein without correction. | |
| publisher | American Society of Civil Engineers | |
| title | Transport of Bed Sediment in Clay Suspensions | |
| type | Journal Paper | |
| journal volume | 113 | |
| journal issue | 8 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1987)113:8(1061) | |
| tree | Journal of Hydraulic Engineering:;1987:;Volume ( 113 ):;issue: 008 | |
| contenttype | Fulltext | |
