Non-Darcian flow to a well in a leaky aquifer using the Forchheimer equation

被引:3
作者
Wen, Zhang [1 ,2 ]
Huang, Guanhua [2 ,3 ]
Zhan, Hongbin [1 ,4 ,5 ]
机构
[1] China Univ Geosci, Sch Environm Studies, Wuhan 430074, Hubei, Peoples R China
[2] China Agr Univ, Dept Irrigat & Drainage, Coll Water Conservancy & Civil Engn, Beijing 100083, Peoples R China
[3] China Agr Univ, Chinese Israeli Int Ctr Res & Training Agr, Beijing 100083, Peoples R China
[4] Texas A&M Univ, Dept Geol & Geophys, College Stn, TX 77843 USA
[5] China Univ Geosci, Fac Engn, Wuhan 430074, Hubei, Peoples R China
基金
中国国家自然科学基金;
关键词
Groundwater flow; Forchheimer equation; Finite difference method; Aquitard; Pakistan; POWER-LAW FUNCTION; GROUNDWATER-FLOW; CONFINED AQUIFER; NONLINEAR FLOW; POROUS-MEDIA; CURVES; MODEL;
D O I
10.1007/s10040-011-0709-2
中图分类号
P [天文学、地球科学];
学科分类号
07 ;
摘要
Non-Darcian flow to a well in a leaky aquifer was investigated using a finite difference method. Flow in the leaky aquifer is assumed to be non-Darcian and horizontal, while flow in the aquitard is assumed to be Darcian and vertical. The Forchheimer equation was employed to describe the non-Darcian flow in the aquifer. The finite difference solution was compared with the solution of Birpinar and Sen (2004). The latter overestimates the drawdown at early times and underestimates the drawdown at late times; also, the impact of beta (D) on the drawdown depends on the value of B (D), where beta (D) is a dimensionless turbulent factor in the Forchheimer equation and B (D) is the dimensionless leakage parameter. The impact of leakage on drawdown is similar to that of Darcian flow. A sensitivity analysis indicated that the drawdown is very sensitive to the change in the dimensionless well radius r (cD) when B (D) is relatively large, while it is sensitive to the change in B (D) when B (D) is relatively small. The numerical solution has been applied to analyze the pumping test data in Chaj-Doab area of Pakistan. Birpinar ME, Sen Z (2004) Forchheimer groundwater flow law type curves for leaky aquifers. J Hydrol Eng 9(1):51-59.
引用
收藏
页码:563 / 572
页数:10
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