Three‐Dimensional Flow in the Storative Semiconfining Layers of a Leaky Aquifer

Ground Water - Tập 46 Số 1 - Trang 144-155 - 2008
Nicasio Sepúlveda1,2,3,4
1(407) 803-5528
2U.S. Geological Survey, FISC, 12703 Research Parkway, Orlando, FL 32826
3[email protected]
4fax: (407) 803-5501

Tóm tắt

AbstractAn analytical solution for three‐dimensional (3D) flow in the storative semiconfining layers of a leaky aquifer fully penetrated by a production well is developed in this article to provide a method from which accurate hydraulic parameters in the semiconfining layers can be derived from aquifer test data. The analysis of synthetic aquifer test data with the 3D analytical solution in the semiconfining layers provided more accurate optimal hydraulic parameters than those derived using the available quasi‐two‐dimensional (2D) solution. Differences between the 3D and 2D flow solutions in the semiconfining layers become larger when a no flow boundary condition is imposed at either at the top of the upper semiconfining layer or at the bottom of the lower semiconfining layer or when the hydraulic conductivity ratio of the semiconfining layer to the aquifer is larger than 0.001. In addition, differences between the 3D and 2D flow solutions in the semiconfining layers are illustrated when the thickness ratio of the semiconfining layer to the aquifer is changed. Analysis of water level data from two hypothetical and one real aquifer test showed that the 3D solution in the semiconfining layers provides lower correlation coefficients among hydraulic parameters than the 2D solution.

Từ khóa


Tài liệu tham khảo

Abramowitz M., 1970, Handbook of Mathematical Functions

Carslaw H.S., 1986, Conduction of Heat in Solids

10.1029/93WR00768

Halford K.J.2006.MODOPTIM: A general optimization program for ground water flow model calibration and ground water management with MODFLOW.USGS Scientific‐Investigations Report 2006‐5009. Carson City Nevada:USGS.

10.1016/B978-1-4831-9932-0.50010-3

Harbaugh A.W. andM.G.McDonald.1996.Programmer’s documentation for MODFLOW‐96 an update to the U.S. Geological Survey modular finite‐difference ground water flow model.USGS Open‐File Report96‐486. Reston Virginia:USGS.

10.1016/0022-1694(85)90170-2

10.1029/WR005i004p00900

10.1111/j.1745-6584.2007.00357.x

10.1029/WR021i008p01121

Neuman S.P.1968.Transient flow of groundwater to wells in multiple‐aquifer systems. Ph.D. diss. Department of Civil Engineering University of California Berkeley.

10.1029/WR005i004p00803

10.1029/WR005i004p00817

10.1029/WR003i001p00241

Sepúlveda N.2006.An aquifer‐test preprocessor for the ground water flow model calibration program MODOPTIM and its application to a well field in Duval County Florida.USGS Scientific‐Investigations Report 2005‐5233. Reston Virginia:USGS.

10.1145/361953.361969

Tibbals C.H.1990.Hydrology of the Floridan aquifer system in east‐central Florida.USGS Professional Paper 1403‐E. Reston Virginia:USGS.