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承压-无压含水层中流向水井的稳定地下水流分析。

Analysis of steady ground water flow toward wells in a confined-unconfined aquifer.

作者信息

Chong-Xi Chen, Li-Tang Hu, Xu-Sheng Wang

机构信息

Institute of Environmental Geology, China University of Geosciences, Wuhan, People's Republic of China.

出版信息

Ground Water. 2006 Jul-Aug;44(4):609-12. doi: 10.1111/j.1745-6584.2006.00170.x.

Abstract

A confined aquifer may become unconfined near the pumping wells when the water level falls below the confining unit in the case where the pumping rate is great and the excess hydraulic head over the top of the aquifer is small. Girinskii's potential function is applied to analyze the steady ground water flow induced by pumping wells with a constant-head boundary in a mixed confined-unconfined aquifer. The solution of the single-well problem is derived, and the critical radial distance at which the flow changes from confined to unconfined condition is obtained. Using image wells and the superposition method, an analytic solution is presented to study steady ground water flow induced by a group of pumping wells in an aquifer bounded by a river with constant head. A dimensionless function is introduced to determine whether a water table condition exists or not near the pumping wells. An example with three pumping wells is used to demonstrate the patterns of potentiometric surface and development of water table around the wells.

摘要

当抽水速率很大且含水层顶部以上的剩余水头很小时,如果水位降至隔水层单元以下,承压含水层在抽水井附近可能会变成无压含水层。应用吉林斯基势函数来分析在混合承压 - 无压含水层中具有定水头边界的抽水井引起的稳定地下水流。推导了单井问题的解,并得到了水流从承压状态转变为无压状态的临界径向距离。利用镜像井和叠加法,给出了一个解析解,用于研究在有定水头河流边界的含水层中一组抽水井引起的稳定地下水流。引入一个无量纲函数来确定抽水井附近是否存在潜水面条件。用一个有三口抽水井的例子来说明井周围测压面的形态和潜水面的发展情况。

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