TECHNICAL NOTES
Feb 1, 1989

Bias in Groundwater Samples Caused by Wellbore Flow

Publication: Journal of Hydraulic Engineering
Volume 115, Issue 2

Abstract

Design of physical installations and sampling procedures for ground-water monitoring networks, particularly for detection and analysis of possible contaminants, is a topic of great scientific and practical interest at the present time. Recent practice in the design of monitoring networks associated with known contaminant sources sometimes includes an array of monitoring wells with long well screens (up to 50 feet or more). Numerical experiments with a detailed three-dimensional ground-water flow model indicate that significant wellbore flow can occur in contaminant monitoring wells with long well screens that are embedded in homogeneous aquifers with very small vertical head differences in the aquifer. This ``short circuiting'' of flow through boreholes should exist at some level on all scales. Consideration of the general flow pattern within the borehole, the flow pattern in the aquifer adjacent to the borehole, and the process of obtaining water samples from the borehole suggests that in many situations the practice of installing long well screens in contaminant monitoring wells should be abandoned.

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References

1.
Bennett, G. D., and Patten, E. P. (1962). “Constant‐head pumping test of a multiaquifer well to determine characteristics of individual aquifers.” U.S. Geolog. Survey Water‐Supply Paper 1536‐G, 181–203.
2.
Giddings, T. (1987). “What is an adequate screen length for monitoring wells? Opinion 1.” Ground‐Water Monit. Rev., 7(2), 96–97.
3.
Hess, A. E. (1986). “Identifying hydraulically conductive fractures with a slow‐velocity borehole flowmeter.” Can. Geotech. J., 23(1), 69–78.
4.
McDonald, M. G., and Harbaugh, A. W. (1984). “A modular three‐dimensional finite‐difference ground‐water flow model.” U.S. Geolog. Survey Open‐File Report 83‐875.
5.
Papadopulos, I. S. (1966). “Nonsteady flow to multiaquifer wells.” J. Geophys. Res., 71(20), 4791–4797

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 115Issue 2February 1989
Pages: 270 - 276

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Published online: Feb 1, 1989
Published in print: Feb 1989

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Authors

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Thomas E. Reilly, Member, ASCE
Hydro., U.S. Geolog. Survey, 411 National Center, Reston, VA 22092
O. Lehn Franke
Hydro., U.S. Geolog. Survey, 411 National Center, Reston, VA 22092
Gordon D. Bennett
Sr. Hydrogeol., S. S. Papadopulos and Assoc., Inc., 12250 Rockville Pike, Rockville, MD 20852

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