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作者利用降位漏斗体积概念导出了有界含水层中大口径井典型曲线方程,并给出了与无限含水层中相应典型曲线的比较。这些大口径井解析式是以综合利用地下水运动方程(达尔西定律)及连续性方程为基础的。
Using the concept of drop funnel volume, the authors derive the typical curve equations of large diameter wells in bounded aquifers and give a comparison with the corresponding typical curves in an infinite aquifer. These large-diameter well solutions are based on a comprehensive utilization of the equation of motion of the groundwater (Darcy’s law) and the continuity equation.