A semi-analytical solution for groundwater flow-field delineation near pumping/injection wells in confined aquifers

被引:0
|
作者
Bica, Ioan [1 ]
Boukhemacha, Mohamed Amine [2 ]
Groza, Ghiocel [3 ]
机构
[1] Tech Univ Civil Engn Bucharest, Dept Hydraul & Environm Protect, Bd Lacul Tei 122-124,Sect 2, Bucharest 020396, Romania
[2] Natl Polytech Sch, Dept Hydraul, 10 Ave Hassen Badi,BP 182 El Harrach, Algiers 16200, Algeria
[3] Tech Univ Civil Engn Bucharest, Dept Math & Comp Sci, Bd Lacul Tei 122-124,Sect 2, Bucharest 020396, Romania
关键词
Groundwater flow; Semi-analytical solutions; Pumping wells; Capture zone; Groundwater management; CAPTURE ZONE DELINEATION; ANALYTICAL-MODEL; STEADY-STATE; CONTAINMENT; DESIGN;
D O I
10.1007/s10040-018-1869-0
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
A new semi-analytical solution to study groundwater flow fields associated with pumping or injection wells in confined isotropic aquifers with uniform regional flow is proposed and tested against steady-state and transient-state numerical simulations on MODFLOW-MODPATH. The solution is based on the complex potential theory and can be used for large numbers of arbitrarily positioned wells operated with different rates. The solution can be used to follow the movement of water particles in space (within pores or within the equivalent continuous media) and in time with two tracking modes: forward (from origin to target) and backward (from target to origin). The proposed solution is a useful tool that can be used for establishing groundwater resources management practices like designing groundwater remediation solutions, delineating capture zones, defining safeguard perimeters and mapping groundwater vulnerability. Moreover, the paper gives a comparative numerical study of flow fields near pumping wells, showing that, in terms of their shape and position, delineating capture zones using either steady-state or transient-state simulations would lead to practically similar results for long pumping periods. It is also shown that in such cases, the main differences between steady-state and transient-state simulation are present in the computed water particles' transport time.
引用
收藏
页码:61 / 71
页数:11
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