摘要
本文运用边界元方法求解了过堰溢流问题,建立了自由表面的新的迭代方法,所得的计算与实验结果吻合良好。堰面压强的分布与实验值相近。
In this paper the flow over a spillway is solved by using boundary element f method.New interation method for free surpace has been established.The computed results agree well with experimental values.