井流理论研究

Research in Theoretics of Well - Flow

根据近代数学物理研究，地下水渗流场可用势函数φ和流函数ψ来进行描述和解释，它们的线性组合W＝φ＋iψ是Z＝x＋iy复数平面的函数并称为复数势，是地下水渗流场的通解形式。本文着重讨论了承压水单井及干扰井定流量抽水或压水时等位面、流线及渗流速度变化的数理特征，属渗流力学基础理论研究范畴。

According to the recent theory of mathematics and physics that given a definitionof any seepage field of underground water by function of φ and ψ a general solution to the seepage fieldcan be expressed by formula Z = x + iy known as complex potential which is the complex planarfunction of linear combination W = φ + iψ, the mathematics and physics parameters of the potentialsurface, flow line, and seepage velocity while pumping or recharging a given amount of confined waterfrom a single and interfering well are studied in this paper.