TECHNICAL PAPERS
Jul 1, 1999

Seepage Face Modeling for Large-Diameter Well in Unconfined Aquifer

Publication: Journal of Hydrologic Engineering
Volume 4, Issue 3

Abstract

Modeling of the seepage face in the case of flow toward wells has received considerable attention in the literature. It is evident from the literature that the models applicable to describe the well loss in the confined flow situation have been also employed to represent the seepage face variation in the case of unconfined flow situations. It is only during the past decade that attempts have been made to describe the seepage face in the case of wells located in an unconfined aquifer. In these studies, the seepage face has been related to the aquifer discharge, the duration of pumping test, the time since the start of pumping, etc. With a view to further simplifying the existing seepage face models, the present study approaches the problem of seepage face modeling in the case of a large-diameter well located in an unconfined aquifer using the velocity of flow at the well face. The resulting expression of the seepage face is not only simpler but also converts to the existing seepage face models, or their simplified forms, as a particular case.

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References

1.
Chachadi, A. G., and Mishra, G. C. (1992). “Analysis of unsteady flow to a large-diameter well experiencing well loss.” Ground Water, 30(3), 369–375.
2.
Gopal, V. ( 1996). “Seepage face considerations in dugwell pumping test analysis,” M.E. thesis, Civ. Engrg. Dept., University of Rookee, India.
3.
Harr, M. E. ( 1962). Ground water and seepage. McGraw-Hill, New York, 20.
4.
Jacob, C. F. (1947). “Draw-down test to determine effective radius of artesian well.” Trans. ASCE, 112 (paper 2321), 1047–1070.
5.
Lee, K. K., and Leap, D. I. (1997). “Simulation of a free-surface and seepage face using boundary-fitted coordinate system method.” J. Hydrol., Amsterdam, Netherlands, 196, 297–309.
6.
Rushton, K. R., and Singh, V. S. (1987). “Pumping test analysis in large diameter well with a seepage face by kernel function technique.” Ground Water, 25(1), 81–90.
7.
Sen, Z. (1990). “Numerical analysis of large diameter wells with a seepage face—Reply.” J. Hydro., Amsterdam, Netherlands, 113, 393–398.
8.
Shakthivadivel, R., and Rushton, K. R. (1989). “Numerical analysis of large diameter wells with a seepage face.” J. Hydro., Amsterdam, Netherlands, 107, 43–55.
9.
Shamsai, A., and Narasimhan, T. N. (1991). “A numerical investigation of free surface-seepage face relationship under steady state flow conditions.” Water Resour. Res., 27(3), 409–421.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 4Issue 3July 1999
Pages: 275 - 279

History

Received: Jan 31, 1997
Published online: Jul 1, 1999
Published in print: Jul 1999

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Authors

Affiliations

Asst. Prof., Dept. Civ. Engrg., Univ. of Roorkee, 247 667, Uttar Pradesh, India.
Grad. Student, Dept. Civ. Engrg., Univ. of Roorkee, 247 667, Uttar Pradesh, India.

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