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顾淦臣(水利电力部东北勘測設計院):現对原文提出以下几点意見供商榷。 (一)关于鋪盖段(第Ⅰ段)的渗流計算公式原文根据鋪盖下面渗流損失水头为直线变化的假定用积分法来推导通过整个鋪盖的下渗流量,其公式有較大的局限性。从原文公式結构中,可以看出一些不合理的地方,例如式(3)的第一式:
Gu Ganchen (Ministry of Water Conservancy and Electric Power Northeast Survey and Design Institute): Now the original comments are as follows for discussion. (1) Calculation formula of seepage flow in bedding section (Section Ⅰ) According to the assumption that the seepage loss head is a straight line change under the cover, the integral method is used to derive the seepage flow through the entire cover, and the formula has a big limitation Sex. From the original structure of the formula, we can see some unreasonable places, such as the first formula (3):