摘要
利用边界层理论 ,导出了波、流共存时的床面剪切力 ,得出综合摩阻系数。
A theoritical bottom shear stress for a wave-current coexisting system is derived by means of the theory of boundary layer assumption. According to the theoritical results, the practical formula to calculate the bottom shear stress effected by non-liner between wave and current has been obtained,and also the shear velocity u *cw ,aggregative velocity u cw and friction coefficient f cw are derived.
出处
《水道港口》
2001年第2期56-60,共5页
Journal of Waterway and Harbor
