| contributor author | Trond Aukrust | |
| contributor author | Iver Brevik | |
| date accessioned | 2017-05-08T21:08:53Z | |
| date available | 2017-05-08T21:08:53Z | |
| date copyright | May 1985 | |
| date issued | 1985 | |
| identifier other | %28asce%290733-950x%281985%29111%3A3%28525%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/40451 | |
| description abstract | In an earlier paper, a three‐layer model of an oscillatory rough turbulent layer was simplified to a two‐layer model. The model consisted of an overlap layer in which the turbulent viscosity varied linearly with height, and an outer layer in which the viscosity was constant. This paper improves the theory from the earlier paper: Turbulent viscosity is allowed to decrease linearly above the overlap layer until a certain height is reached, after which the viscosity is held constant. The viscosity everywhere is assumed time independent. The theory is compared with observations by other researchers. The agreement between theory and experiment is reasonably good. Also, a theoretical derivation of the wave friction factor is given, which for the larger excursion amplitudes agrees well with a previously established semi‐empirical friction factor formula. | |
| publisher | American Society of Civil Engineers | |
| title | Turbulent Viscosity in Rough Oscillatory Flow | |
| type | Journal Paper | |
| journal volume | 111 | |
| journal issue | 3 | |
| journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
| identifier doi | 10.1061/(ASCE)0733-950X(1985)111:3(525) | |
| tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;1985:;Volume ( 111 ):;issue: 003 | |
| contenttype | Fulltext | |