| contributor author | Gijs J. Hoffmans | |
| date accessioned | 2017-05-08T20:46:26Z | |
| date available | 2017-05-08T20:46:26Z | |
| date copyright | February 2010 | |
| date issued | 2010 | |
| identifier other | %28asce%290733-9429%282010%29136%3A2%28129%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26689 | |
| description abstract | The present technical note aims to discuss a depth-averaged turbulence parameter in relation to the incipient motion of particles. The proposed stability equation emphasizing a depth-averaged turbulence parameter, is validated for the cases of bed protection in a steep channel and on a broad-crested weir. A design diagram representing load and resistance of movement has been introduced for turbulent flow conditions in which the transport of particles or the damage to the bed protection is expressed by the critical Shields parameter. | |
| publisher | American Society of Civil Engineers | |
| title | Stability of Stones under Uniform Flow | |
| type | Journal Paper | |
| journal volume | 136 | |
| journal issue | 2 | |
| journal title | Journal of Hydraulic Engineering | |
| identifier doi | 10.1061/(ASCE)0733-9429(2010)136:2(129) | |
| tree | Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 002 | |
| contenttype | Fulltext | |
