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Wiley InterScience

Ground Water

Ground Water

Volume 42 Issue 4, Pages 589 - 600

Published Online: 13 Dec 2005

Journal compilation © 2010 National Ground Water Association



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Gas-Partitioning Tracer Test to Quantify Trapped Gas During Recharge
Victor M. Heilweil 1 , D. Kip Solomon 2 , Kim S. Perkins 3 , Kevin M. Ellett 4
  1 U.S. Geological Survey, 2329 Orton Circle, Salt Lake City, UT 84119; (801) 908-5042; heilweil@usgs.gov   2 Department of Geology and Geophysics, University of Utah, 135 S 1460 E, Salt Lake City, UT 84112; ksolomon@mines.utah.edu   3 U.S. Geological Survey, Building 15, MS 421, 345 Middlefield Road, Menlo Park, CA 94025; kperkins@usgs.gov   4 Formerly with U.S. Geological Survey, Placer Hall, 6000 J St., Sacramento, CA 95819. Now with Department of Civil and Environmental Engineering, The University of Melbourne, Parkville, Victoria 3010 Australia; ellettk@civenv.unimelb.edu.au
  1Corresponding author
Copyright 2004 National Ground Water Association

Abstract

AbstractReferences

Dissolved helium and bromide tracers were used to evaluate trapped gas during an infiltration pond experiment. Dissolved helium preferentially partitioned into trapped gas bubbles, or other pore air, because of its low solubility in water. This produced observed helium retardation factors of as much as 12 relative to bromide. Numerical simulations of helium breakthrough with both equilibrium and kinetically limited advection/dispersion/retardation did not match observed helium concentrations. However, better fits were obtained by including a decay term representing the diffusive loss of helium through interconnected, gas-filled pores. Calculations indicate that 7% to more than 26% of the porosity beneath the pond was filled with gas. Measurements of laboratory hydraulic properties indicate that a 10% decrease in saturation would reduce the hydraulic conductivity by at least one order of magnitude in the well-sorted sandstone, but less in the overlying soils. This is consistent with in situ measurements during the experiment, which show steeper hydraulic gradients in sandstone than in soil. Intrinsic permeability of the soil doubled during the first six months of the experiment, likely caused by a combination of dissolution and thermal contraction of trapped gas. Managers of artificial recharge basins may consider minimizing the amount of trapped gas by using wet, rather than dry, tilling to optimize infiltration rates, particularly in well-sorted porous media in which reintroduced trapped gas may cause substantial reductions in permeability. Trapped gas may also inhibit the amount of focused infiltration that occurs naturally during ephemeral flood events along washes and playas.


Received December 2002, accepted September 2003

DIGITAL OBJECT IDENTIFIER (DOI)
10.1111/j.1745-6584.2004.tb02627.x About DOI

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