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读了梁仲章同志的论文“在均质承压含水岩层中带淹没式过滤器的不完整钻孔抽水试验计算岩层渗透系数的新公式”(见水利学报19s8年第4期),提出一些意见,供同志们参考和指正。梁同志的论文最主要之点,就是迭加汇线(相当子过滤器)及其在平行镜面(把厚度为 m 的承压含水层的隔水顶板和底板看作是相距为 m 的平行镜面)所映射的无穷镜象,在无限均质含水层中所引起的渗流势(水头压力降),于是得水头压力降公式(见该文
Read Comrade Liang Zhongzhang’s paper “A New Formula for Calculating the Permeability Coefficient of Rock Formation with Incomplete Hole Borehole Filter with Submerged Filter in a Confined Aquiferous Rock Stratum” (see Journal of Hydraulic Engineering 19s8:4) and put forward some opinions. For comrades to refer to and correct me. The main point of Comrade Liang’s thesis is that superimposed lines (equivalent to sub-filters) and their parallel mirrors (water-retaining top plates and bottom plates with a confined aquifer of thickness m) are considered to be parallel mirrors with an interval of m apart. The infinity mirror image that is mapped, the seepage potential (head pressure drop) caused in an infinitely homogeneous aquifer, and thus the head pressure drop formula (see the article)