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Items: 1 to 20 of 106

1.

Applications and implications of direct groundwater velocity measurement at the centimetre scale.

Devlin JF, Schillig PC, Bowen I, Critchley CE, Rudolph DL, Thomson NR, Tsoflias GP, Roberts JA.

J Contam Hydrol. 2012 Jan 1;127(1-4):3-14. doi: 10.1016/j.jconhyd.2011.06.007. Epub 2011 Jul 27.

PMID:
21890231
2.

Transient heterogeneity in an aquifer undergoing bioremediation of hydrocarbons.

Schillig PC, Devlin JF, Roberts JA, Tsoflias GP, McGlashan MA.

Ground Water. 2011 Mar-Apr;49(2):184-96.

PMID:
21449092
3.

Pilot-scale in situ bioremediation of uranium in a highly contaminated aquifer. 1. Conditioning of a treatment zone.

Wu WM, Carley J, Fienen M, Mehlhorn T, Lowe K, Nyman J, Luo J, Gentile ME, Rajan R, Wagner D, Hickey RF, Gu B, Watson D, Cirpka OA, Kitanidis PK, Jardine PM, Criddle CS.

Environ Sci Technol. 2006 Jun 15;40(12):3978-85.

PMID:
16830571
4.

Upscaling Point Velocity Measurements to Characterize a Glacial Outwash Aquifer.

Schillig PC, Devlin JF, Rudolph D.

Ground Water. 2015 Jul 29. doi: 10.1111/gwat.12357. [Epub ahead of print]

PMID:
26221762
5.

A reactor model for pulsed pumping groundwater remediation.

Tenney CM, Lastoskie CM, Dybas MJ.

Water Res. 2004 Nov;38(18):3869-80.

PMID:
15380977
6.

Line-source multi-tracer test for assessing high groundwater velocity.

Magal E, Weisbrod N, Yakirevich A, Kurtzman D, Yechieli Y.

Ground Water. 2010 Nov-Dec;48(6):892-7. doi: 10.1111/j.1745-6584.2010.00707.x.

PMID:
21105230
7.

Fluorescent dye imaging of the volume sampled by single well forced-gradient tracer tests evaluated in a laboratory-scale aquifer physical model.

Barns GL, Wilson RD, Thornton SF.

J Contam Hydrol. 2012 Feb 1;128(1-4):58-70. doi: 10.1016/j.jconhyd.2011.10.006. Epub 2011 Oct 25.

PMID:
22192345
8.

Hydraulic constraints on the performance of a groundwater denitrification wall for nitrate removal from shallow groundwater.

Schipper LA, Barkle GF, Hadfield JC, Vojvodic-Vukovic M, Burgess CP.

J Contam Hydrol. 2004 Apr;69(3-4):263-79.

PMID:
15028394
9.

Variably saturated flow and multicomponent biogeochemical reactive transport modeling of a uranium bioremediation field experiment.

Yabusaki SB, Fang Y, Williams KH, Murray CJ, Ward AL, Dayvault RD, Waichler SR, Newcomer DR, Spane FA, Long PE.

J Contam Hydrol. 2011 Nov 1;126(3-4):271-90. doi: 10.1016/j.jconhyd.2011.09.002. Epub 2011 Sep 17.

PMID:
22115092
10.

A nutrient injection scheme for in situ bio-remediation.

Lin CH, Kuo MC, Su CY, Liang KF, Han YL.

J Environ Sci Health A Tox Hazard Subst Environ Eng. 2012;47(2):280-8. doi: 10.1080/10934529.2012.640907.

PMID:
22242881
11.

Plume persistence caused by back diffusion from thin clay layers in a sand aquifer following TCE source-zone hydraulic isolation.

Parker BL, Chapman SW, Guilbeault MA.

J Contam Hydrol. 2008 Nov 14;102(1-2):86-104. doi: 10.1016/j.jconhyd.2008.07.003. Epub 2008 Jul 15.

PMID:
18775583
12.

Measurements of groundwater velocity in discrete rock fractures.

Novakowski K, Bickerton G, Lapcevic P, Voralek J, Ross N.

J Contam Hydrol. 2006 Jan 5;82(1-2):44-60. Epub 2005 Oct 18.

PMID:
16239047
13.
14.
15.

Uranium removal from groundwater via in situ biostimulation: Field-scale modeling of transport and biological processes.

Yabusaki SB, Fang Y, Long PE, Resch CT, Peacock AD, Komlos J, Jaffe PR, Morrison SJ, Dayvault RD, White DC, Anderson RT.

J Contam Hydrol. 2007 Aug 15;93(1-4):216-35. Epub 2007 Mar 12.

PMID:
17442451
16.

Use of quantitative models to design microbial transport experiments in a sandy aquifer.

Scheibe TD, Chien YJ, Radtke JS.

Ground Water. 2001 Mar-Apr;39(2):210-22.

PMID:
11286068
17.

Evaluation of groundwater flow patterns around a dual-screened groundwater circulation well.

Johnson RL, Simon MA.

J Contam Hydrol. 2007 Aug 15;93(1-4):188-202. Epub 2007 Mar 6.

PMID:
17428573
18.

Numerical simulation of a natural gradient tracer experiment for the natural attenuation study: flow and physical transport.

Julian HE, Boggs JM, Zheng C, Feehley CE.

Ground Water. 2001 Jul-Aug;39(4):534-45.

PMID:
11447854
20.
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