Analytic modeling of impermeable and resistant barriers

Ground Water

Volumn 35, Issue 2, 1997, Pages 312-317

  Fitts, Charles R ^a  

^a UNIVERSITY OF SOUTHERN MAINE   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; BOUNDARY CONDITIONS; COMPUTER SIMULATION; HYDRAULIC CONDUCTIVITY; MATHEMATICAL MODELS; WALLS (STRUCTURAL PARTITIONS);

SHEET PILE WALLS; SLURRY WALLS; STRAIGHT LINE METHOD; SUPERPOSITIONED ANALYTIC FUNCTIONS;

GROUNDWATER FLOW;

EID: 0031106043     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.1997.tb00088.x     Document Type: Article

References (9)

1. Fitts, C. R. 1985. Modeling aquifer inhomogeneities with analytic elements. M.S. thesis, Univ. of Minnesota, Minneapolis.
2. He, H. Y. 1987. Groundwater modeling of leaky wall. M.S. thesis, Univ. of Minnesota.
3. Hsieh, P. A. and J. R. Freckleton. 1993. Documentation of a computer program to simulate horizontal-flow barriers using the U.S. Geological Survey modular three-dimensional finite difference ground-water flow model. U.S. Geological Survey Open-File Report 92-477.
4. McDonald, M. G. and A. W. Harbaugh. 1988. A modular three-dimensional finite difference ground-water flow model. Techniques of Water Resources Investigations of the U.S. Geological Survey. book 6, chapter A1.
5. Pankow, J. F., R. L. Johnson, and J. A. Cherry. 1993. Air sparging in gate wells in cutoff walls and trenches for control of plumes of volatile organic compounds (VOCs). Ground Water. v. 31, no. 4, pp. 654-663.
6. Strack, O.D.L. 1989. Groundwater Mechanics. Prentice-Hall, Engle-wood Cliffs, NJ.
7. Strack, O.D.L. 1986. Curvilinear analytic elements. Report on Research done for the U.S. Bureau of Mines, Minneapolis.
8. Strack, O.D.L. and H. M. Haitjema. 1981a. Modeling double aquifer flow using a comprehensive potential and distributed singularities; 1. Solution for homogeneous permeability. Water Resources Research. v. 17, no. 5, pp. 1535-1549.
9. Strack, O.D.L. and H. M. Haitjema. 1981b. Modeling double aquifer flow using a comprehensive potential and distributed singularities; 2. Solution for inhomogeneous permeabilities. Water Resources Research. v. 17, no. 5, pp. 1551-1560.