TECHNICAL PAPERS
May 1, 1994

Tests for Flow along Vertically Stratified Porous‐Media Interfaces

Publication: Journal of Environmental Engineering
Volume 120, Issue 3

Abstract

Two test methods were developed to detect preferential flow along the grout/clay interface in a cylindrical clay sample with a cementious grout core. One test detects preferential flow along the interface by taking ratios of the specific discharge in different regions of the specimen as measured with a triple‐ring permeameter. The other test detects preferential flow along the interface by taking ratios of the velocity in different regions of the sample as measured by timing voltages changes as a sodium chloride solution passes through the sample. The results of both tests indicate that preferential flow does occur in the short term along the grout/clay interface. Comparing the velocity ratios to the specific discharge ratios, it is shown that small volumes of liquid travel rapidly along the interface. While the tests lend insight into the mechanisms of preferential flow, caution must be used in applying the results of such laboratory scale specimens to the field situations. Changes to the equipment and procedures for future testing are suggested to improve reproducibility.

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References

1.
Albrecht, K. A., Herzog, B. L., Follmer, L. R., Krapac, I. G., Griffin, R. A., and Cartwright, K. (1989). “Excavation of an instrumented earthen liner: Inspection of dyed flow paths and morphology.” Hazardous Waste and Hazardous Mater., 6(3), 269–279.
2.
Driscoll, F. G. (1986). Groundwater and wells. Johnson Filtration Systems, Inc., St. Paul, Minn.
3.
Ford, K. L. (1986). “Effects of stress on the hydraulic conductivity of compacted clay soil,” MS thesis, Duke University, at Durham, N.C.
4.
Freeze, A. R., and Cherry, J. A. (1979). Groundwater. Prentice‐Hall, Inc., Englewood Cliffs, N.J.
5.
Kurt, C. E., and Johnson, R. C. Jr. (1982). “Permeability of gout seals surrounding thermoplastic well casings.” Ground Water, 20(4), 415–420.
6.
Manila, R. B. (1991). “Flow along vertically stratified porous media interfaces,” MS thesis, Duke University, Durham, N.C.
7.
Neville, A. M. (1981). Properties of concrete, 3rd Ed., Pittman Publishing Co., Marshfield, Mass.
8.
Peirce, J. J. (1984). “Soil preparation and permeability testing with consolidometer apparatus.” EPA‐6803‐3149, 24‐1, U.S. Envir. Protection Agency, Cincinnati, Ohio.
9.
Peirce, J. J., and Witter, K. A. (1986). “Termination criteria for clay permeability testing.” J. Geotech. Engr., ASCE, 112(9), 841–854.
10.
Senger, J. A., and Perpich, W. M. (1983). “An alternative well seal in highly mineralized groundwater.” Proc. 3rd Nat. Symp. on Aquifer Restoration and Groundwater Monitoring, National Water Well Association, Worthington, Ohio, 230–234.
11.
Troxell, G. E., Davis, H. E., and Kelly, J. W. (1968). Composition and properties of concrete, 2nd Ed., McGraw‐Hill Book Co., New York, N.Y.
12.
Whiteside, R. F., and Roef, S. F. (1986). “Mechanical integrity of class 1 injection wells.” Int. Symp. on Subsurface Injection of Liquid Wastes, National Water Well Association, Worthington, Ohio, 57–75.
13.
Willis, J. (1991). “In situ monitoring of flow through porous media,” MS thesis, Duke University, at Durham, N.C.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 120Issue 3May 1994
Pages: 527 - 542

History

Received: Mar 24, 1992
Published online: May 1, 1994
Published in print: May 1994

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Authors

Affiliations

Ronald B. Manila, Jr.
Proj. Engr., WEA, Inc. 3417 S. Alston Ave., Durham, NC 27713
Formerly, Res. Asst., Dept. of Civ. and Envir. Engrg., Duke Univ., Durham, NC 27706
J. Jeffrey Peirce
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Duke Univ., Durham, NC

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