BOTTOM FRICTION BENEATH RANDOM WAVES

被引：42

作者：

MYRHAUG, D

机构：

[1] Department of Marine Hydrodynamics, Norwegian Institute of Technology

来源：

COASTAL ENGINEERING | 1995年 / 24卷 / 3-4期

关键词：

D O I：

10.1016/0378-3839(94)00023-Q

中图分类号：

TU [建筑科学];

学科分类号：

0813 ;

摘要：

The effect of random waves on the bottom friction is studied by assuming that the wave motion is a stationary Gaussian narrow-band random process. The approach is also based on simple explicit friction coefficient formulas for sinusoidal waves. The probability distribution functions of the maximum bottom shear stress for laminar flow as well as smooth turbulent and rough turbulent flow are presented. The maximum bottom shear stress follows the Rayleigh distribution for laminar flow and the Weibull distribution for smooth turbulent and rough turbulent flow. Some characteristic statistical values of the maximum bottom shear stress for the three flow regimes are also given.

引用

页码：259 / 273

页数：15

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