Ground-water management model for an extensive multiaquifer system and an application

Ground Water

Volumn 34, Issue 2, 1996, Pages 349-357

  Das Gupta, A ^a   Nobi, N ^a   Paudyal, G N ^b  

^a ASIAN INSTITUTE OF TECHNOLOGY   (Thailand)

^b DHI   (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; COMPUTER SIMULATION; MANAGEMENT; MATHEMATICAL MODELS;

MULTIAQUIFER SYSTEM; MULTILEVEL PROBLEM DECOMPOSITION;

GROUNDWATER;

EID: 0030103984     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.1996.tb01895.x     Document Type: Article

References (26)

1. Aguado, E., I. Remson, M. F. Pikul, and W. A. Thomas. 1974. Optimal pumping for aquifer dewatering. J. Hyd. Div. Amer. Soc. Civil Engr. v. 100, no. HY7, pp. 869-877.
2. Asian Institute of Technology (AIT). 1997. Extended simulation study of Bangkok aquifer system. Submitted to the Dept. of Mineral Resources, Ministry of Industry, Royal Thai Government, Bangkok, Thailand. Research Report No. 193.
3. Asian Institute of Technology (AIT) and Department of Mineral Resources (DMR). 1982. Ground-water resources in Bangkok area: Development and management study. Submitted to the Office of the National Environment Board, Bangkok, Thailand. Comprehensive Report 1978-1982.
4. Das Gupta, A. and P. R. Onta. 1994. Ground-water management models for Asian developing countries. Water Resour. Devl. v. 10, no. 4, pp. 457-474.
5. Das Gupta, A., N. Nobi, and G. N. Paudyal. 1992. Modeling a large multi-aquifer system for ground-water management. Hydrocomp '92, eds. J. Gayer, O. Starosolszky, and C. Maksimovic. Water Resources Research Center (VITUKI), Hungary. pp. 41-48.
6. Dreizin, Y. C. and Y. Y. Haimes. 1977. A hierarchy of response functions for ground-water management. Water Resour. Res. v. 13, no. 1, pp. 78-86.
7. Gambolati, G., F. Sartoretto, and F. Uliana. 1986. A conjugate gradient finite element model of flow for large multi aquifer systems. Water Resour. Res. v. 22, no. 7, pp. 1003-1015.
8. Gorelick, S. M. 1983. A review of distributed parameter ground-water management modeling method. Water Resour. Res. v. 19, no. 2, pp. 305-319.
9. Herrera, I. 1970. Theory of multiple leaky aquifers. Water Resour. Res. v. 6, no. 1, pp. 185-193.
10. Illangasekare, T. and H. J. Morel-Seytoux. 1982. Stream-aquifer influence coefficients as tools for simulation and management. Water Resour. Res. v. 18, no. 1, pp. 161-176.
11. Illangasekare, T. and H. J. Morel-Seytoux. 1986. A discrete kernel simulation model for conjunctive management of stream aquifer system. J. Hydrology. v. 85, pp. 319-338.
12. Illangasekare, T., H. J. Morel-Seytoux and K. L. Verdin. 1984. A technique of reinitialization for efficient simulation of large aquifers using the discrete kernel approach. Water Resour. Res. v. 20, no. 11, pp. 1733-1742.
13. Lall, U. and Y. C. Lin. 1991. A ground-water management model for Salt Lake County, Utah, with some water rights and water quality considerations. J. Hydrology. v. 123, pp. 367-393.
14. Lindner, W., K. Lindner, and G. Karadi. 1988. Optimal ground-water management in two-aquifer systems. Water Resour. Bull. v. 24, no. 1, pp. 27-33.
15. Maddock, T. III. 1972. Algebraic technological function from a simulation model. Water Resour. Res. v. 8, no. 1, pp. 129-134.
16. Morel-Seytoux, H. J. and C. J. Daly. 1975. A discrete kernel generator for stream-aquifer studies. Water Resour. Res. v. 11, no. 2, pp. 253-260.
17. Peaceman, D. W. and H. H. Rachford. 1955. Solution of parabolic and elliptic differential equations. J. Soc. Indus. Appl. Math. v. 3, pp. 28-41.
18. Peralta, R. C., K. Asghari, and R. Shulstad. 1991. SECTRA for economically optimal sustained ground-water yield planning. J. Irrig. Drain. Engg., Amer. Soc. Civil Engr. v. 117, no. 1, pp. 5-24.
19. Piancharoen, C. and C. Chuamthaisong. 1976. Groundwater of Bangkok metropolis, Thailand. Proceedings of Int. Hydrogeol. Conf. of Great Sed. Basin, Hungarian Geological Institute/UNESCO, Budapest.
20. Pinder, G. F. and J. D. Bredehoeft. 1968. Application of the digital computer for aquifer evaluation. Water Resour. Res. v. 4, no. 5, pp. 1069-1093.
21. Reilly, T. E., O. L. Franke, and G. D. Bennett. 1987. The principle of superposition and its application in ground-water hydraulics. Techniques of Water Resources Investigations of the U.S. Geological Survey, U.S.G.S., Denver. book 3, chapter B6.
22. Rushton, K. R. 1974. Critical analysis of the alternating direction implicit method of aquifer analysis. J. Hydrology. v. 21, pp. 153-172.
23. Wanakule, N., L. W. Mays, and L. S. Lasdon. 1986. Optimal management of large-scale aquifers: Methodology and a applications. Water Resour. Res. v. 22, no. 4, pp. 447-465.
24. Willis, R. and W.W.-G. Yeh. 1987. Ground-Water System Planning and Management. Prentice-Hall, Englewood Cliffs, NJ.
25. Willis, R. and B. A. Finney. 1985. Optimal control of nonlinear ground-water hydraulics: Theoretical development and numerical experiments. Water Resour. Res. v. 21, no. 10, pp. 1476-1482.
26. Yazicigil, H., R. I. Al-Layla, and R. L. de Jong. 1987. Optimal management of a regional aquifer in Eastern Saudi Arabia. Water Resour. Bull. v. 23, no. 3, pp. 423-434.