Numerical Modeling of Drainage Schemes in Layered Formations: A Kuwait City Case Study

Ground Water

Volumn 37, Issue 6, 1999, Pages 879-883

  Székely, Ferenc ^a,b  

^a KUWAIT INSTITUTE FOR SCIENTIFIC RESEARCH   (Kuwait)

^b VITUKI   (Hungary)

Author keywords

[No Author keywords available]

Indexed keywords

AQUIFERS; COMPUTER SIMULATION; DISCHARGE (FLUID MECHANICS); FINITE DIFFERENCE METHOD; GROUNDWATER FLOW; HYDROLOGY; RECHARGING (UNDERGROUND WATERS); WATER LEVELS;

LAYERED FORMATIONS; WATER TABLE ELEVATION;

DRAINAGE;

EID: 0033354082     PISSN: 0017467X     EISSN: None     Source Type: Journal    
DOI: 10.1111/j.1745-6584.1999.tb01186.x     Document Type: Article

References (5)

1. Cooper, H.H., and C.E. Jacob. 1946. A generalized graphical method for evaluating formation constants and summarizing well field history. Trans. Am. Geophys. Un. 27, 526-534.
2. Hamdan, L., and A. Mukhopadhyay. 1991. Numerical simulation of subsurface-water rise in Kuwait City. Ground Water 29, no. 1: 93-104.
3. Shabbir, A.S.S., H.S. Saeedy, and F. Székely. 1992. Hydraulic parameters of a multilayered aquifer system in Kuwait City. Journal of Hydrology 130: 49-70.
4. Székely, F. 1998. Windowed spatial zooming in finite difference ground water flow models. Ground Water 36, no. 5: 718-721.
5. Székely, F., and M. Al-Rashed. 1996. Simulation of flow to multiscreened wells in heterogeneous layered formations. In Computational Methods in Water Resources XI, Volume 1, Computational Methods in Subsurface Flow and Transport Problems. 671-678. Boston, Massachusetts: Computational Mechanics Publications.