Mobile‐Bed Friction at High Shear StressSource: Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006Author:Kenneth C. Wilson
DOI: 10.1061/(ASCE)0733-9429(1989)115:6(825)Publisher: American Society of Civil Engineers
Abstract: Analysis demonstrates, and experiments confirm that the frictional behavior of mobile beds at high shear stress is inherently different from either of the two classical cases—smooth wall and rough wall. For those two cases, the characteristic lengths for friction are based on viscosity and grain size, respectively. For the new mobile-bed friction relation this length varies with the thickness of the shear layer occupied by the moving bed-load particles. This thickness is itself directly related to shear stress, giving rise to the prediction that at high shear stress (Shields ordinate greater than unity) the effective roughness ratio (effective roughness/particle diameter) should be approximately five times the Shields ordinate. The high-shear-stress experimental results show a variation in accord with the prediction.
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| contributor author | Kenneth C. Wilson | |
| date accessioned | 2017-05-08T20:40:33Z | |
| date available | 2017-05-08T20:40:33Z | |
| date copyright | June 1989 | |
| date issued | 1989 | |
| identifier other | %28asce%290733-9429%281989%29115%3A6%28825%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/23165 | |
| description abstract | Analysis demonstrates, and experiments confirm that the frictional behavior of mobile beds at high shear stress is inherently different from either of the two classical cases—smooth wall and rough wall. For those two cases, the characteristic lengths for friction are based on viscosity and grain size, respectively. For the new mobile-bed friction relation this length varies with the thickness of the shear layer occupied by the moving bed-load particles. This thickness is itself directly related to shear stress, giving rise to the prediction that at high shear stress (Shields ordinate greater than unity) the effective roughness ratio (effective roughness/particle diameter) should be approximately five times the Shields ordinate. The high-shear-stress experimental results show a variation in accord with the prediction. | |
| publisher | American Society of Civil Engineers | |
| title | Mobile‐Bed Friction at High Shear Stress | |
| type | Journal Paper | |
| journal volume | 115 | |
| journal issue | 6 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(1989)115:6(825) | |
| tree | Journal of Hydraulic Engineering:;1989:;Volume ( 115 ):;issue: 006 | |
| contenttype | Fulltext |