Research Article
Apr 1974

Ground-Water Recharge Strip Basin Experiments

Publication: Journal of the Hydraulics Division
Volume 100, Issue 4

Abstract

The problem of recharging a strip basin to a horizontal water table overlying an impervious base was formulated using the saturated flow equations. From this formulation the number of dimensionless variables that determine a dimensionless water table rise were identified using the exact or potential theory and an approximate Dupuit-Forcheimer (D-F) theory. Experiments performed in a 5-m-long sand model are described in detail and the results presented and compared with the linear D-F theory for the rising portion of the experiments. As a dimensionless recharge rate was increased, an expected systematic deviation from the D-F theory that is presumably a result of the invalidity of the D-F assumption for such deep flows. Experimental results are presented in the form of dimensionless graphs and the tabulated results are available upon request.

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Published In

Journal of the Hydraulics Division
Volume 100Issue 4April 1974
Pages: 569 - 592

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Published in print: Apr 1974
Published online: Feb 3, 2021

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Richard R. Brock, M.ASCE
Chmn . of Civ. Engrg. Faculty and Assoc. Prof., California State Univ., Fullerton, Calif.; formerly, Asst. Prof. of Civ. Engrg., Univ. of California, Irvine, Calif
Abnish C. Amar, AM.ASCE
Research Hydr. Engr., Hydrologic Engrg. Center, U.S. Army Corps of Engrs., Davis, Calif.; formerly Grad. Student, School of Engrg., Univ. of California, Irvine, Calif

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