TECHNICAL PAPERS
Jul 1, 1994

Non‐steady‐Flow Type Curves for Strip Aquifers with Constant Drawdown

Publication: Journal of Irrigation and Drainage Engineering
Volume 120, Issue 4

Abstract

A type‐curve method to determine aquifer parameters from a constant‐drawdown test at a drain in a finite strip aquifer is described. An available solution in the form of complementary error functions to one‐dimensional, non‐steady flow toward a drain, under constant drawdown condition in a strip aquifer bounded on the other side by an impervious formation, is used to define a drain function. Values of the drain function are calculated by using a polynomial approximation for the complementary error function and are tabulated, and a corresponding family of type curves is constructed for selected values of dimensionless distance along the width of the strip aquifer. The method is demonstrated through an application. The proposed match‐point procedure may be used to determine the aquifer parameters from observed drawdown values in an observation well in the strip aquifer and discharge data measured in the drain during constant drawdown canal pumping tests.

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References

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 120Issue 4July 1994
Pages: 732 - 741

History

Received: Apr 5, 1993
Published online: Jul 1, 1994
Published in print: Jul 1994

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Authors

Affiliations

Halil Onder
Assoc. Prof., Dept. of Hydro. and Water Resour. Mgmt., King Abdulaziz Univ., P.O. Box 9034, Jeddah 21413, Saudi Arabia

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