TECHNICAL PAPERS
Apr 1, 2006

Slug Test Analysis in Vertical Cutoff Walls. I: Analysis Methods

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 132, Issue 4

Abstract

Analysis of a slug test to estimate hydraulic conductivity of a vertical cutoff wall is complicated by the high compressibility of the backfill materials and by the proximity of the well intake section to the edge of the cutoff wall. The writers developed two methods to evaluate hydraulic conductivity of the vertical cutoff wall with the aid of a numerical program, Slug_3D. The first method, named the type curve method, expands the general type curve concept frequently used by hydrogeologists to take into account the complex boundary conditions of the vertical cutoff wall. The other method, named the modified linear curve fitting method and modified from the Hvorslev and the Bouwer and Rice methods, provides an easy and practical way of evaluating hydraulic conductivity of the vertical cutoff wall. To illustrate the use of the type curve and the modified linear curve fitting methods in practice, a case study involving two slug tests at a landfill site is presented. The methods are shown to be useful and practical.

Get full access to this article

View all available purchase options and get full access to this article.

References

Bouwer, H. (1989). “The Bouwer and Rice slug test—An update.” Ground Water, 27(3), 304–309.
Bouwer, H., and Rice, R. C. (1976). “A slug test for determining hydraulic conductivity of unconfined aquifer with completely or partially penetrating wells.” Water Resour. Res., 12(3), 423–428.
Britton, J. P., Filz, G. M., and Little, J. C. (2002). “Shape factors for single-well tests in soil-bentonite cutoff walls.” Proc., 4th Int. Congress on Environmental Geotechnics, de Mello and Almeida, eds., 639–644.
Butler, J. J. (1996). “Slug tests in situ characterization: Some practical consideration.” Envir. Geosciences, 3(2), 154–163.
Butler, J. J. (1998). The design, performance, and analysis of slug tests, Lewis, Boca Raton, Fla.
Chirlin, G. R. (1989). “A critique of the Hvorslev method for slug test analysis: The fully penetrating well.” Ground Water Monit. Rev., 9(2), 130–138.
Choi, H. (2002). “Analysis of slug tests to determine hydraulic conductivity of vertical cutoff walls.” Ph.D. thesis, Univ. of Illinois, Urbana-Champaign, Ill.
Choi, H., and Daniel, D. E. (2006). “Slug test analysis in vertical cutoff walls. II: Applications.” J. Geotech. Geoenviron. Eng., 132(4), 439–447.
Cooper, H. H., Bredehoeft, J. D., and Papadopulos, I. S. (1967). “Response of a finite-diameter well to an instantaneous charge of water.” Water Resour. Res., 3(1), 263–269.
Daniel, D. E., and Choi, H. (1999). “Hydraulic conductivity evaluation of vertical barrier walls.” Geo-engineering for underground facilities, G. Fernandez and R. A. Bauev, eds., ASCE, Reston, Va., 140–161.
Dax, A. (1987). “A note on the analysis of slug tests.” J. Hydrol., 91, 153–177.
EMCON. (1995). M - 11/15, M - 17/21, and M - 26/E - 29 slurry walls post-construction performance evaluation, West Contra Costa Sanitary Landfill, Richmond, Calif.
Freeze, R. A., and Cherry, J. A. (1979). Groundwater, Prentice-Hall, Englewood Cliffs, N.J.
Hvorslev, M. J. (1951). “Time lag and soil permeability in ground-water observation,” Bulletin No. 36, Waterways Experiment Station, United States Army Corps of Engineers, Vicksburg, Miss.
Hyder, Z. (1994). “Analysis of slug tests in partially penetrating wells,” Ph.D. thesis, Univ. of Kansas, Lawrence, Kan.
Hyder, Z., Butler, J. J., McElwee, C. D., and Liu, W. (1994). “Slug tests in partially penetrating wells.” Water Resour. Res., 30(11), 2945–2957.
Manassero, M. (1994). “Hydraulic conductivity assessment of slurry wall using piezocone test.” J. Geotech. Eng., 120(10), 1725–1746.
Papadopulos, S. S., Bredehoeft, J. D., and Cooper, H. H. (1973). “On the analysis of slug test data.” Water Resour. Res., 9(4), 1087–1089.
Rumer, R. R., and Ryan, M. E. (1995). Barrier containment technologies for environmental remediation applications, Wiley, New York.
Teeter, R. M., and Clemence, S. P. (1986). “In-place permeability measurement of slurry trench cutoff wall.” Proc., In Situ’ 86, Use of In Situ Tests in Geotechnical Engineering, Geotechnical Special Publication No. 6, 1049–1061.
Yang, D. S., Luscher, U., Kimoto, I., and Takeshima, S. (1993). “SMW wall for seepage control in levee reconstruction.” Proc., 3rd Int. Conf. on Case Histories in Geotechnical Engineering, 487–492.

Information & Authors

Information

Published In

Go to Journal of Geotechnical and Geoenvironmental Engineering
Journal of Geotechnical and Geoenvironmental Engineering
Volume 132Issue 4April 2006
Pages: 429 - 438

History

Received: May 13, 2003
Accepted: Apr 11, 2005
Published online: Apr 1, 2006
Published in print: Apr 2006

Permissions

Request permissions for this article.

Authors

Affiliations

Hangseok Choi, M.ASCE
Assistant Professor of Civil and Environmental Engineering, Korea Univ., Anam-Dong, Seongbuk-Gu, Seoul, 136-713, South Korea (corresponding author).
David E. Daniel, M.ASCE
President, Univ. of Texas at Dallas, P.O. Box 830688, Richardson, TX 75083.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
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.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share