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稳态下的逸出面高度、地下水位位置和井效率。

Seepage face height, water table position, and well efficiency at steady state.

作者信息

Chenaf Djaouida, Chapuis Robert P

机构信息

Department of Civil Engineering, Royal Military College, Stn. Forces, Kingston, Ontario, Canada.

出版信息

Ground Water. 2007 Mar-Apr;45(2):168-77. doi: 10.1111/j.1745-6584.2006.00277.x.

Abstract

When a fully penetrating well pumps an ideal unconfined aquifer at steady state, the water table usually does not join the water level in the well. There is a seepage face inside the well, which is a key element in evaluating the well performance. This problem is analyzed using the finite-element method, solving the complete equations for saturated and unsaturated flow. The seepage face position is found to be almost independent of the unsaturated zone properties. The numerical results are used to test the validity of several analytic approximations. Equations are proposed to predict the seepage face position at the pumping well for any well drawdown, and the water table position at any distance from the pumping well for any in-well drawdown. Practical hints are provided for installing monitoring wells and evaluating well efficiency.

摘要

当一口完全穿透的井在稳定状态下抽取理想的潜水含水层时,地下水位通常不会与井中的水位齐平。井内存在一个渗流面,这是评估井性能的关键要素。使用有限元方法对该问题进行分析,求解饱和与非饱和水流的完整方程。发现渗流面位置几乎与非饱和带特性无关。数值结果用于检验几种解析近似方法的有效性。提出了方程来预测任意井降深时抽水井处的渗流面位置,以及任意井内降深时距抽水井任意距离处的地下水位位置。为安装监测井和评估井效率提供了实用提示。

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