Modeling axially symmetric and nonsymmetric flow to a well with MODFLOW, and application to Goddard2 well test, Boise, Idaho

Ground Water

Volumn 35, Issue 4, 1997, Pages 602-611

  Barrash, Warren ^a   Dougherty, Martin E ^a,b  

^a BOISE STATE UNIVERSITY   (United States)

^b SCIENCE APPLICATIONS INTERNATIONAL CORPORATION   (United States)

Author keywords

[No Author keywords available]

Indexed keywords

LEAKAGE (FLUID); MATHEMATICAL MODELS; RADIAL FLOW; SEDIMENTS; WATER WELL PUMPS; WATER WELLS;

NONSYMMETRIC FLOW; PUMPING WELL; RECTANGULAR PRISM WELL CELL; STEEP GRADIENTS;

AQUIFERS;

EID: 0031193667     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.1997.tb00125.x     Document Type: Article

References (26)

1. Barrash, W. and M. E. Dougherty. 1995a. Accurate simulation of axisymmetric and non-symmetric flow to a well with MODFLOW (abs.). Geological Society of America Abstracts with Programs, v. 27, no. 6, p. A-187.
2. Barrash, W. and M. E. Dougherty. 1995b. High-resolution seismic reflection profiling and modeling of hydrogeologic system, Goddard2 well, northwest Boise, Idaho. Boise State Univ., Center for Geophysical Investigation of the Shallow Subsurface. Technical Report BSU CGISS 95-17, Report to Idaho Water Resources Research Institute. 47 pp.
3. Cant, D. J. 1982. Fluvial facies models and their application. In: Scholle, P. A. and D. Spearing, eds., Sandstone Depositional Environments. American Assoc. of Petroleum Geologists Memoir 31. pp. 115-137.
4. Cooper, H. H., Jr. and C. E. Jacob. 1946. A generalized graphical method for evaluating formation constants and summarizing well-field history. Transactions, American Geophysical Union. v. 27, no. IV, pp. 526-534.
5. Driscoll, F. G. 1986. Groundwater and Wells, 2nd ed. Johnson Division, St. Paul, MN. 1089 pp.
6. Fogg, G. E. 1989. Stochastic analysis of aquifer interconnectedness: Wilcox Group, Trawick area, east Texas. Texas Bureau of Economic Geology. Report of Investigations no. 189. 68 pp.
7. Freeze, R. A. and J. A. Cherry. 1979. Groundwater. Prentice-Hall Inc., Englewood Cliffs, NJ. 604 pp.
8. Hantush, M. S. 1960. Modification of the theory of leaky aquifers. Journal of Geophysical Research, v. 65, no. 11, pp. 3713-3725.
9. Hantush, M. S. 1964. Hydraulics of wells. In: V. T. Chow, ed., Advances in Hydroscience. Academic Press, New York. v. 1, pp. 281-432.
10. Hill, M. C. 1992. A computer program (MODFLOWP) for estimating parameters of a transient, three-dimensional, ground-water flow model using nonlinear regression. U.S. Geological Survey Open-File Report 91-484. 358 pp.
11. Kimmel, P. G. 1982. Stratigraphy, age, and tectonic setting of the Miocene-Pliocene lacustrine sediments of the western Snake River Plain, Oregon and Idaho. In: Bonnichsen, B. and R. M. Breckenridge, eds. Cenozoic Geology of Idaho. Idaho Geological Survey Bulletin 26. pp. 559-578.
12. Malde, H. E. 1972. Stratigraphy of the Glenns Ferry Formation from Hammett to Hagerman, Idaho. U.S. Geological Survey Bulletin 1331-D. pp. D1-D19.
13. Malde, H. E. and H. A. Powers. 1962. Upper Cenozoic stratigraphy of the western Snake River Plain, Idaho. Geological Society of America Bulletin, v. 73, pp. 1197-1220.
14. 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.
15. Mills, D. E. 1991. Testing of the new Goddard well: Report to Boise Water Corporation by J. M. Montgomery Consulting Engineers, Boise, Idaho.
16. Morisawa, M. 1985. Rivers, Form and Process. Longman Group Ltd., New York. 222 pp.
17. Neuman, S. P. 1974. Effect of partial penetration on flow in unconfined aquifers considering delayed gravity response. Water Resources Research, v. 10, no. 2, pp. 303-312.
18. Newton, G. D. 1991. Geohydrology of the regional aquifer system, western Snake River Plain, southwestern Idaho. U.S. Geological Survey Professional Paper 1408-G. 52 pp.
19. Papadopulos, I. S. and H. H. Cooper, Jr. 1967. Drawdown in a well of large diameter. Water Resources Research. v. 3, no. 1, pp. 241-244.
20. Reilly, T. E. and A. W. Harbaugh. 1993. Simulation of cylindrical flow to a well using the U.S. Geological Survey Modular Finite-Difference Ground-Water Flow Model. Ground Water. v. 31, no. 3, pp. 489-494.
21. Squires, E., J. L. Osiensky, and S. H. Wood. 1992. Hydrogeologic framework of the Boise aquifer system, Ada County, Idaho. Idaho Water Resources Research Institute, Moscow, ID. Research Technical Report 14-08-0001-G1559-06. 75 pp.
22. Theis, C. V. 1935. The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground water storage. Transactions, American Geophysical Union, v. 16, pp. 519-524.
23. U.S. Environmental Protection Agency. 1975. Manual of water well construction practices. U.S. EPA Water Supply Division, Washington, DC. EPA-570/9-75-001. 156 pp.
24. Walker, R. G. and D. J. Cant. 1979. Facies models, 3. Sandy fluvial systems. In: Walker, R. G., ed., Facies Models. Geoscience Canada Reprint Series 1. pp. 23-31.
25. Wood, S. H. and J. E. Anderson. 1981. Geology. In: Mitchell, J. C., ed., Geothermal Investigations in Idaho, Part 11, Geological, Hydrological, Geochemical, and Geophysical Investigations of the Nampa-Caldwell and Adjacent Areas, Southwestern Idaho. Idaho Dept. of Water Resources, Water Information Bulletin 30. pp. 9-31.
26. Zheng, C. 1992. MT3D. A modular three-dimensional transport model for simulation of advection, dispersion and chemical reactions of contaminants in groundwater systems. S. S. Papadopulos & Associates, Inc., Bethesda, MD.