Dip and Anisotropy Effects on Flow Using a Vertically Skewed Model Grid

Ground Water

Volumn 41, Issue 6, 2003, Pages 841-846

  Hoaglund III, John R ^a   Pollard, David ^a  

^a PENNSYLVANIA STATE UNIVERSITY   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

ANISOTROPY; COMPUTER SIMULATION; HYDRAULIC CONDUCTIVITY;

DARCY FLOW EQUATIONS;

GROUNDWATER;

WATER;

ANISOTROPIC MEDIUM; DARCY LAW; FLOW MODELING; GROUNDWATER; INCLINATION;

ANISOTROPIC MEDIUM; BEDDING PLANE; DARCY LAW; DIP; FLOW MODELING; GROUNDWATER FLOW; HYDRAULIC CONDUCTIVITY;

ARTICLE; CHEMISTRY; SOIL; THEORETICAL MODEL; WATER FLOW; WATER SUPPLY;

MODELS, THEORETICAL; SOIL; WATER; WATER MOVEMENTS; WATER SUPPLY;

EID: 0242574939     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.2003.tb02425.x     Document Type: Article

References (7)

1. Burton, W.C., L.N. Plummer, E. Busenberg, B.D. Lindsey, and W.J. Gburek. 2002. Influence of fracture anisotropy on ground water ages and chemistry, Valley and Ridge Province, Pennsylvania. Ground Water 40, no. 3: 242-257.
2. Butkov, E., 1968. Mathematical Physics. Menlo Park, California: Addison-Wesley Publishers.
3. Hill, M. 2002. Personal communication, U.S. Geological Survey.
4. Jones, N.L., T.J. Budge, A.M. Lemon, and A.K. Zundel. 2002. Generating MODFLOW grids from boundary representation solid models. Ground Water 40, no. 2: 194-200.
5. Kladias, M.P., and G.J. Ruskauff. 1997. Implementing spatially variable anisotropy in MODFLOW. Ground Water 35, no. 2: 368-370.
6. McDonald, M.G., and A.W. Harbaugh, 1988. A modular three-dimensional finite-difference ground-water flow model. USGS Techniques of Water Resources Investigations, Book 6, Chapter A1, Modeling Techniques.
7. Weiss, E.M. 1985. Evaluating the hydraulic effects of changes in aquifer elevation using curvilinear coordinates. Journal of Hydrology 81, 253-275.