Research Article
Jan 1954
Relief Well Systems for Dams and Levees
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VIEW THE REPLYPublication: Transactions of the American Society of Civil Engineers
Volume 119, Issue 1
Abstract
Excessive seepage and sand boils occur frequently during high water where dams or levees are underlain by strata of pervious sands and gravels. This paper presents the results of an investigation in which sand models were used to study: (1) The phenomena of underseepage; (2) the use of pressure relief wells as a means of controlling underseepage and sand boils along the lower Mississippi River levees; (3) the operation of relief wells; (4) well and seepage flows; and (5) landward substratum pressures with and without relief wells in operation, for various foundations, seepage entrances, and top strata. The conditions studied were those considered to represent qualitatively conditions commonly encountered in the lower Mississippi River valley.
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© 1954 American Society of Civil Engineers.
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Published in print: Jan 1954
Published online: Feb 10, 2021
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W. J. Turnbull, M.ASCE
Chf., Soils Div., Waterways Experiment Station, Corps of Engrs., U.S. Dept. of the Army, Vicksburg, Miss.
C. I. Mansur, J.ASCE
Chf., Design and Analytical Section Embankment and Foundation Branch, Soils Div., Waterways Experiment Station, Corps of Engrs., U. i:s. Dept. of the Army, Vicksburg, Miss.
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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.
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.