Matrix diffusion-derived plume attenuation in fractured bedrock

Ground Water

Volumn 43, Issue 1, 2005, Pages 30-39

  Lipson, David S ^a,b   Kueper, Bernard H ^c   Gefell, Michael J ^d  

^a Department of Metallurgical and Materials Engineering   (United States)

^b Blasland Bouck and Lee Inc   (United States)

^c QUEEN S UNIVERSITY   (Canada)

^d Bouck and Lee Inc   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ATTENUATION; CARBON; DIFFUSION; GROUNDWATER; MATHEMATICAL MODELS; POROSITY;

APERTURE FRACTURES; MATRIX DIFFUSION; MATRIX POROSITY; TRICHLOROETHYLENE (TCE);

THERMAL PLUMES;

BEDROCK; FRACTURED MEDIUM; GROUNDWATER FLOW; NATURAL ATTENUATION; POROSITY; SOLUTE TRANSPORT;

TRICHLOROETHYLENE;

ARTICLE; CHEMISTRY; DIFFUSION; SEDIMENT; THEORETICAL MODEL; UNITED STATES; WATER FLOW; WATER POLLUTANT;

CONNECTICUT; DIFFUSION; GEOLOGIC SEDIMENTS; MODELS, THEORETICAL; TRICHLOROETHYLENE; WATER MOVEMENTS; WATER POLLUTANTS, CHEMICAL;

EID: 15844392021     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.2005.tb02283.x     Document Type: Article

References (19)

1. American Petroleum Institute (API). 1998. Recommended Practices for Core Analysis, 2nd edition. API RP-40. Washington, D.C.
2. Bear, J., C.F. Tsang, and G. de Marsily, eds. 1993. Flow and Contaminant Transport in Fractured Rock. San Diego, California: Academic Press.
3. Cohen, R.M., and J.W. Mercer. 1993. DNAPL Site Evaluation. Boca Raton, Florida: CRC Press.
4. Foster, S.S.D. 1975. The chalk groundwater tritium anomaly - A possible explanation. Journal of Hydrology 25, 159-165.
5. Germain, D., and E.O. Frind. 1989. Modelling of contaminant migration in fracture networks: Effects of matrix diffusion. In Proceedings of the International Symposium on Contaminant Transport in Groundwater, April 4-6, Stuttgart, Germany, ed. H.F. Kobus and W. Kinzelbach, 267-274. Rotterdam, Netherlands: AA. Balkema.
6. Goodall, D.C., and R.M. Quigley. 1977. Pollutant migration from two sanitary landfill sites near Sarnia, Ontario. Canadian Geotechnical Journal 14, 223-236.
7. Hubert, J.F., A.A. Reed, W.L. Dowdall, and M.J. Gilchrist. 1978. Guide to the Mesozoic Redbeds of Central Connecticut. State Geological and Natural History Survey of Connecticut Department of Environmental Protection Guidebook No. 4.
8. Kueper, B.H., and D.B. McWhorter. 1991. The behavior of dense, nonaqueous phase liquids in fractured clay and rock. Ground Water 29, no. 5: 716-728.
9. Longino, B.L., and B.H. Kueper. 1999. Non-wetting phase retention and mobilization in rock fractures. Water Resources Research 35, no. 7: 2085-2093.
10. McKay, L.D., R.W. Gillham, and J.A. Cherry. 1993. Field experiments in a fractured clay till, 2. Solute and colloid transport. Water Resources Research 29, 3879-3890.
11. Ogata, A., and R.B. Banks. 1961. A solution of the differential equation of longitudinal dispersion in porous media. U.S. Geological Survey Professional Paper 411-A.
12. Pankow, J.F., and J.A. Cherry, eds. 1996. Chlorinated Solvents and Other DNAPLs in Groundwater. Portland, Oregon: Waterloo Press.
13. Parker, B.L., R.W. Gillham, and J.A. Cherry. 1994. Diffusive disappearance of dense, immiscible phase organic liquids in fractured geologic media. Ground Water 32, 805-820.
14. Reynolds, D.A., and B.H. Kueper. 2002. Numerical examination of the factors controlling DNAPL migration through a single fracture. Ground Water 40, no. 4: 368-377.
15. Rogers, J. 1985. Bedrock geological map of Connecticut. Connecticut Geological and Natural History Survey in cooperation with the U.S. Geological Survey.
16. Sudicky, E.A., and E.O. Frind. 1982. Contaminant transport in fractured porous media: Analytical solutions for a system of parallel fractures. Water Resources Research 18, 1634-1642.
17. Thibodeaux, L.J. 1979. Chemodynamics. New York: John Wiley & Sons.
18. U.S. Bureau of Reclamation (USBR). 1977. Design of Small Dams. A Water Resources Technical Publication, revised reprint.
19. Zeigler, T.W. 1976. Determination of rock mass permeability. Vicksburg, U.S. Army Engineer Waterways Experiment Station, prepared for Office, Chief of Engineers, U.S. Army.