DISCUSSIONS AND CLOSURES
Feb 1, 2009

Discussion of “Estimating Storage Coefficient and Transmissivity from Slug Test Data” by Prabhata K. Swamee and Sushil K. Singh

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Publication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 1
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References

ASTM. (2006a). “Standard test method for determining transmissivity and storativity of low permeability rocks by in situ measurements using the pressure pulse technique (D4631).” ASTM International, West Conshohocken, Pa.
ASTM. (2006b). “Standard test method for determining transmissivity of nonleaky confined aquifers by overdamped response to instantaneous change in head (D4104).” ASTM International, West Conshohocken, Pa.
Bredehoeft, J. D., and Papadopulos, S. S. (1980). “A method for determining the hydraulic properties of tight formations.” Water Resour. Res., 16, 233–238.
Chapuis, R. P. (1998). “Overdamped slug test in monitoring wells: Review of interpretation methods with mathematical, physical and numerical analysis of storativity influence.” Can. Geotech. J., 35(5), 697–719.
Chapuis, R. P. (2009). “New methods for aquifer parameters from slug test data: Discussion.” J. Irrig. Drain. Eng., in press.
Chapuis, R. P., and Cazaux, D. (2002). “Pressure-pulse test for field hydraulic conductivity of soils: Is the usual interpretation method adequate?” Evaluation and remediation of low and dual porosity environments, M. N. Sara and L. G. Everett, eds., ASTM International, West Conshohocken, Pa., 66–82.
Cooper, H. H., Jr., Bredehoeft, J. D., and Papadopulos, I. S. (1967). “Response of a finite-diameter well to an instantaneous change of water.” Water Resour. Res., 3(1), 263–269.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 135Issue 1February 2009
Pages: 125

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Published online: Feb 1, 2009
Published in print: Feb 2009

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Notes

Note. Associate Editor:

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Robert P. Chapuis [email protected]
Dept. of Civil, Geological, and Mining Engineering, École Polytechnique, PO Box 6079, Stn CV, Montreal, Quebec, Canada H3C 3A7. E-mail: [email protected]

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