| contributor author | Peter J. Murphy | |
| contributor author | Eduardo J. Aguirre M. | |
| date accessioned | 2017-05-08T20:39:08Z | |
| date available | 2017-05-08T20:39:08Z | |
| date copyright | January 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-9429%281985%29111%3A1%2893%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/22424 | |
| description abstract | The difference between the sediment transport processes of bed load and suspended load is explained and quantified. The mean and fluctuating components of the particle motion are studied by examining both components of the particle's dynamics in open channel flows. For sand particles, the time required for particles leaving the bed to attain the free fall velocity is shown to be the critical parameter for the saltation‐suspension distinction. An example of the use of the distinction is given. | |
| publisher | American Society of Civil Engineers | |
| title | Bed Load or Suspended Load | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 1 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1985)111:1(93) | |
| tree | Journal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 001 | |
| contenttype | Fulltext | |
