| contributor author | Nian-Sheng Cheng | |
| contributor author | Adrian Wing-Keung Law | |
| date accessioned | 2017-05-08T22:39:55Z | |
| date available | 2017-05-08T22:39:55Z | |
| date copyright | January 2003 | |
| date issued | 2003 | |
| identifier other | %28asce%290733-9399%282003%29129%3A1%28126%29.pdf | |
| identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/85626 | |
| description abstract | With the assumption that the bed shear stress fluctuates in a lognormal fashion, the probability density function (PDF) of the standardized bed shear stress is derived as a function of the relative shear stress intensity. The PDF is more skewed with larger relative intensities, but approaches a Gaussian function when the relative intensity is small. The computed PDF agrees well with the reported experimental data for flows over a smooth boundary. The higher-order moments of the bed shear stress, skewness, and kurtosis, are shown analytically to be also dependent on the relative intensity. The theoretical dependencies are then compared to a number of measurements available in the literature. The Reynolds number effect on the relative intensity is also discussed. | |
| publisher | American Society of Civil Engineers | |
| title | Fluctuations of Turbulent Bed Shear Stress | |
| type | Journal Paper | |
| journal volume | 129 | |
| journal issue | 1 | |
| journal title | Journal of Engineering Mechanics | |
| identifier doi | 10.1061/(ASCE)0733-9399(2003)129:1(126) | |
| tree | Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 001 | |
| contenttype | Fulltext | |