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本刊1997年第6期刊登了“安庆城市防洪堤渗流控制”一文（以下简称“原文”），其中的“渗透性参数有限元活反演拟会计算”和用平面有限元计算减压井（包括反分析计算）有值得榷商之处。1仅用测压管水头值进行反演分析不能得出渗透系数的唯一解“原文”第4节为“渗透性参数的有限元法反
The sixth issue in 1997 published ”Anqing city flood control seepage control,“ a text (hereinafter referred to as ”original“), in which the ”permeability parameters of finite element inversion of life will be calculated“ and the use of plane Finite element calculation of relief wells (including the back analysis calculation) worth discussing. 1 Inverse analysis using piezometric head values alone can not give the only solution to the permeability coefficient. ”Text“ Section 4 is the ”Finite Element Method for Permeability Parameters"