Summary
An analytical solution is obtained for the flow to an eccentric well in a leaky circular aquifer with lateral replenishment, both for steady and unsteady cases. The flows for external boundary conditions of constant head and zero flux, which were treated previously, follow in the limit from a more general boundary condition. Graphs are developed to show the influence of vertical leakage and lateral replenishment on the relationship between drawdown at the well and eccentricity.
Other symbols are defined in the text as they occur.
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Abbreviations
- s :
-
Drawdown at any timet and at any point (r, ϑ) from the center of the aquifer in cases of eccentric wells.
- s 0 :
-
Drawdown at any time and at any distancer from the center of the aquifer for concentric wells.
- s w, sw0 :
-
Drawdowns respectively at the face of an eccentric and concentric well.
- Q :
-
Discharge of well.
- K :
-
Hydraulic conductivity of main aquifer, artesian sand.
- K′, K″ :
-
Hydraulic conductivities of semi-confining stratum through which vertical leakage takes place in proportion to the drawdown
- b :
-
Thickness of main aquifer.
- b′, b″ :
-
Thicknesses of semi-confining stratum.
- S :
-
Storage coefficient of main aquifer.
- T :
-
Kb Transmissivity of main aquifer.
- B :
-
\(\sqrt {Tb'/K'} \) Leakage factor (Hantush & Jacob, 1954).
- r 1 :
-
\(\sqrt {r^2 + r_0^2 - 2rr_0 \cos \vartheta } \) Distance to any point from center of well.
- a :
-
Radius of circular aquifer.
- rw :
-
Radius of well.
- r 0 :
-
Eccentricity or position of well from center of circular aquifer.
- J n :
-
Bessel function of first kind ofnth order.
- I n,K n :
-
Modified Bessel functions respectively of the first and second kinds ofnth order.
- Y n :
-
Bessel function of second kind ofnth order.
- H (x) :
-
Heaviside's unit function.
- δ (x):
-
Dirac's delta function.
References
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Friedman B. (1956):Principles and techniques of Applied Mathematics, pp. 315, John Wiley, New York.
Hantush M. S. &Jacob C. E. (1954):Plane potential Flow of ground water with linear leakage, Trans. Am. Geophys. Union, vol. 35, pp. 917–937.
Hantush M. S. (1960):Flow to an eccentric well in a leaky circular aquifer. Journal of Geophys. Research, vol. 65, pp. 3425–3431.
Jacob C. E. (1946):Radial flow in a leaky artesian aquifer, Trans. Am. Geophys. Union, vol. 27, pp. 198–208.
Polubarinova-Kochina P. Ya. (1952):The Theory of Groundwater Movement, State Press, Moscow, Chap. 9C, pp. 430–449. English translation 613 pp. by De Wiest, J. M. R., Princeton University Press 1962.
Steggewentz J. H. & Van Nes, B. A. V. (1939):Calculating the yield of a well, taking account of replenishment of the ground water from above. Water and Water Engineering, pp. 561–563, 1939.
Watson G. N. (1924):A treatise on the theory of Bessel Functions. Mac Millan, New York, 1944.
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De Wiest, J.M.R. Flow to an eccentric well in a leaky circular aquifer with varied lateral replenishment. Geofisica Pura e Applicata 54, 87–102 (1963). https://doi.org/10.1007/BF01988258
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DOI: https://doi.org/10.1007/BF01988258