TECHNICAL PAPERS
Sep 1, 1990

Laboratory Testing of Filters and Slot Sizes for Relief Wells

Publication: Journal of Geotechnical Engineering
Volume 116, Issue 9

Abstract

Results of a laboratory experimental program conducted to evaluate three different criteria for the selection of the required screen slot width for gravel pack relief wells are presented. A widely graded filter is used in conjunction with continuous slot screen sections based on the D20 size and the D50 size of the filter. A third test involves a uniform filter with a continuous slot screen section based on the D10 size of the filter. The two filters are compared in terms of (1) Entrance head losses; (2) amount of material entering the screen; and (3) effective radius of the well. The investigation indicates that all three systems result in minimal entrance head losses at the screen. The largest loss of filter material occurs in the well designed with the D50 size of the filter. A larger effective well radius is obtained using the widely graded filter. The conclusion applies to conditions shortly after the well is installed and does not consider changes in entrance losses after clogging of well screens and filters that may take place with time.

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References

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Go to Journal of Geotechnical Engineering
Journal of Geotechnical Engineering
Volume 116Issue 9September 1990
Pages: 1325 - 1346

History

Published online: Sep 1, 1990
Published in print: Sep 1990

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Authors

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Tarik Hadj‐Hamou, Associate Member, ASCE
Assoc. Prof., Dept. of Civ. Engrg., Tulane Univ., New Orleans, LA 70118
Mohammed R. Tavassoli, Student Member, ASCE
Grad. Res. Asst., Dept. of Civ. Engrg., Tulane Univ., New Orleans, LA
Walter C. Sherman, Member, ASCE
Adjunct Res. Prof., Dept. of Civ. Engrg., Tulane Univ., New Orleans, LA

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