TECHNICAL PAPERS
Sep 13, 2002

Leaky One-Dimensional Flow with Storage and Skin Effect in Finite-Width Sink

Publication: Journal of Irrigation and Drainage Engineering
Volume 128, Issue 5

Abstract

One-dimensional horizontal flow in a semiinfinite confined aquifer can be described in terms of mathematical solutions that relate drawdown in the aquifer to aquifer parameters and flow into or out of a line sink. A new solution that considers the effects of a low-permeability skin along with storage in a finite-width sink is developed for the leaky-aquifer case. A coefficient Sk is defined to represent the skin effect for one-dimensional flow. The transient solution, which is obtained by inverting the Laplace-space solution using the Stehfest numerical algorithm, calculates drawdowns in the sink as well as in the aquifer. A nondimensional drain function D(u,x/B,A/x,Sk/x)q is defined based on the solution. Selected type curves for the drain function are plotted, and a match-point procedure is described that is based on matching observed drawdowns at observation wells to an appropriate type curve. The match-point procedure is illustrated by fitting simulated drawdown data to a type curve and determining the aquifer parameters. The drawdown solution is also represented by dimensional time–drawdown plots, which can be used to determine aquifer parameters by adjusting the parameters until model-calculated drawdowns match observed values. This new solution can be used to analyze drawdowns that result from a canal pumping test in which the discharge from the canal is derived from water stored in the canal and from a leaky aquifer and in which the drawdowns are affected by storage and a low-permeability skin in the canal.

Get full access to this article

View all available purchase options and get full access to this article.

References

Agarwal, R. G., Al-Hussainy, R., and Ramey, Jr., H. J.(1970). “An investigation of wellbore storage and skin effect in unsteady liquid flow. I. Analytical treatment.” Trans. Am. Inst. Min., Metall. Pet. Eng., 249, 279–290.
Barlow, P. M., and Moench, A. F. (1999). “WTAQ-a computer program for calculating drawdowns and estimating hydraulic properties for confined and water-table aquifers.” U.S. Geological Survey Water-Resoures Investigations Rep. No. 99-4225.
Chin, D. A. (1990). “A method to estimate canal leakage to the Biscayne aquifer, Dade County, Florida.” U.S. Geological Survey Water-Resoures Investigations Rep. No. 90-4135.
Chin, D. A.(1991). “Leakage of clogged channels that partially penetrate surficial aquifers.” J. Hydraul. Eng., 117(4), 467–488.
Dougherty, D. E., and Babu, D. K.(1984). “Flow to a partially penetrating well in double-porosity reservoir.” Water Resour. Res., 20(8), 1116–1122.
Ferris, J. G., et al. (1962). “Theory of aquifer tests.” U.S. Geological Survey Water-Supply Paper No. 1536-E, 69–174.
Genereux, D., and Guardiario, J.(1998). “A canal drawdown experiment for determination of aquifer parameters.” J. Hydrol. Eng., 3(4), 292–302.
Hantush, M. S.(1961). “Discussion of intercepting drainage wells in artesian aquifer.” J. Irrig. Drain. Div., ASCE, 87(4), 79–80.
Hantush, M. S.(1965). “Wells near streams with semipervious beds.” J. Geophys. Res., 70(12), 2829–2838.
Hawkins, Jr., M. F. (1956). “A note on the skin effect.” Tech. Note 389, Transactions of the American Institute of Mining, Metallurgical, and Petroleum Engineers, Dallas, 207, 356–357.
Huisman, L. (1972). Groundwater recovery, Winchester, New York.
Hurst, W.(1953). “Establishment of the skin effect and its impediment to fluid-flow in a well bore.” The Petroleum Engineer, Petrolium Engineering, Dallas, Vol. 25, 36–38, B10, B12, B14, and B16.
Kabala, Z. J., and Thorne, B.(1997). “Hydraulics of one- and two-dimensional flow fields in aquifers.” Hydrol. Sci. J., 42(1), 1–14.
Lohman, S. W. (1972). “Ground-water hydraulics.” U.S. Geological Survey Professional Paper No. 708.
Moench, A. F.(1985). “Transient flow to a large-diameter well in an aquifer with storative semiconfining layers.” Water Resour. Res., 21(8), 1121–1131.
Moench, A. F.(1997). “Flow to a well of finite diameter in a homogeneous, anisotropic water table aquifer.” Water Resour. Res., 33(6), 1397–1407.
Moench, A. F., and Ogata, A.(1981). “A numerical inversion of the Laplace transform solution to radial dispersion in a porous medium.” Water Resour. Res., 17(1), 240–252.
Moench, A. F., and Ogata, A. (1984). “Analysis of constant discharge wells by numerical inversion of Laplace transform solutions.” Ground water hydraulics, J. S. Rosenshein and G. D. Bennett, eds., American Geophysical Union, Water Resources Monograph Series 9, Washington, D.C., 146–170.
Moench, A. F., and Barlow, P. M.(2000). “Aquifer response to stream-stage and recharge variations. I. Analytical step-response functions.” J. Hydrol., 230, 192–210.
Motz, L. H.(1990a). “Aquifer parameters from constant drawdown nonsteady-leaky type curves.” Water Resour. Bull., 26(2), 233–239.
Motz, L. H.(1990b). “Drawdowns for constant discharge one-dimensional leaky aquifer.” J. Irrig. Drain. Eng., 116(3), 456–461.
Motz, L. H.(1990c). “Aquifer parameters from a one-dimensional steady-leaky type curve.” Ground Water, 28(3), 350–356.
Motz, L. H.(1991). “Aquifer parameters from constant discharge nonsteady-leaky type curves.” Ground Water, 29(2), 181–185.
Motz, L. H.(1992). “Drawdowns for nonleaky aquifer flow with storage in finite-width sink.” J. Irrig. Drain. Eng., 118(4), 645–651.
Motz, L. H.(1994). “Drawdowns for leaky-aquifer flow with storage in finite-width sink.” J. Irrig. Drain. Eng., 120(4), 820–827.
Peterson, Jr., D. F.(1961). “Intercepting drainage wells in artesian aquifer.” J. Irrig. Drain. Div., ASCE, 87(1), 7–14.
Ramey, Jr., H. J.and Argawal, R. G.(1972). “Annulus unloading rates asinfluenced by wellbore storage and skin effect.” Trans. Am. Inst. Min., Metall. Pet. Eng., 253, 453–462.
Stehfest, H.(1970). “Numerical inversion of Laplace transforms.” Commun. ACM, 13(1), 47–49.
Van Everdingen, A. F. (1953). “The skin effect and its influence on the productive capacity of a well.” Transactions of the American Institute of Mining and Metallurgical Engineers, Petroleum Branch, Dallas, 198, 171–176.
Vandenberg, A.(1977a). “Type curves for analysis of pump tests in leaky strip aquifers.” J. Hydrol., 33, 15–26.
Vandenberg, A.(1977b). “Series expression for the well-function for leaky strip aquifers.” J. Hydrol., 34, 389–394.
Vandenberg, A.(1978). “Nonsteady drain function for parallel flow in leaky aquifers.” J. Hydrol., 37, 379–385.
Wolansky, R. M., and Coral, Jr., M. A. (1985). “Aquifer tests in west-central Florida, 1952–76.” U.S. Geological Survey Water-Resources Investigations Rep. No. 84-4044.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 128Issue 5October 2002
Pages: 298 - 304

History

Received: Sep 5, 2001
Accepted: Jan 3, 2002
Published online: Sep 13, 2002
Published in print: Oct 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Louis H. Motz, M.ASCE
Associate Professor, Water Resources Research Center, Dept. of Civil and Coastal Engineering, P.O. Box 116580, Univ. of Florida, Gainesville, FL 32611-6580.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share