规则波作用下垂直圆柱局部波浪力
LOCAL WAVE FORCES ON A VERTICAL CIRCULAR CYLINDER INDUCED BY REGULAR WAVES 1)
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摘要: 在KC为40~35,雷诺数Re为6×103~2×104参数范围内就规则波作用下垂直圆柱局部波浪力进行了实验研究.给出横向力随KC数类型变化的划分.基于Stokes二阶波理论和Morison公式得到圆柱阻力系数CD,惯性力系数CM和最大升力系数CLmax沿桩柱的分布及其随KC数的变化规律.结果表明,在波表面间歇区的桩柱的局部水动力系数变化显著,越向波峰位水动力系数CD和CLmax越减小,而CM值却越增高.Abstract: The local wave forces acting on vertical circular cylinder in regular waves have been investigated experimentally under the condition that the K C number were in the range 4 0 to 35 and the Reynolds numbers 6× 10 3 to 2× 10 4 . Based on Morison equation and the second-order Stokes wave theory, the local drag, inertia and the maximum lift coefficients: C D, C M and C L max along the cylinder are computed. It hase been found that the C D, C M and C L max values very ...