通过算例验证了程序的正确性，本文的算例取的是新疆夹河子水库（大二型）1+850断面，其水位为正常蓄水情况下的稳定渗流计算。
The examples show that variable seepage coefficient of element method is correct . The case which using in this paper is 1 + 850 transect of Juarez reservoir dam calculation the steady seepage problem of normally water level .
夹河子水库