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关于有限渗水层上具有两道防渗板桩的坝基渗流问题的精确解法,过去系根据巴甫洛夫斯基的“正规矩形”原理利用椭圆函数共形写象来进行的。但其法极为繁复。本文提出一个近似解法,先将坝底原有轮
The exact solution to the seepage problem of a dam foundation with two seepage-proof sheet piles on a finite water seepage layer was based on the elliptical function conformal writing image according to the “regular rectangle” principle of Pavlovsky. But its method is extremely complicated. This paper presents an approximate solution, first the original dam round