References
- Abderrahman , W. A. and Rasheeduddin , M. 1994 . “Groundwater Budgeting for a Multi-Aquifer System Using Numerical Techniques.” . Arab Gulf Journal of Scientific Research , 12 ( No. 1 ) : 29 – 40 .
- Al-Layla , R. I. , Yazicigil , H. and deJong , R. L. 1992 . “Optimum Development of Dammam Aquifer in the Eastern Province of Saudi Arabi.” Riyadh, Saudi Arabia: General Directorate of Research Grants Programs, King Abdulaziz City for Science and Technology: 246
- Anderson , M. P. and Woessner , W. W. 1992 . “Applied Ground-water Modeling—Simulation of Flow and Advective Transport.” Inc : Academic Press .
- Bureau De Recherche Geologiques et Mineres (BRGM) . 1977 . “Al-Hassa Development Project: Groundwater Resources Study and Management Program.” Riyadh, Saudi Arabia: Unpublished report to Ministry of Agriculture and Water
- Chiang , W. H. and Kinzelbach , W. 1996 . “Processing Modflow: A Simulation System for Modeling Groundwater Flow and Pollution.” User's Manual
- Groundwater Development Consultants (GDC) . 1980 . Umm-Er-Radhuma Study: Bahrain Assignment. Demeter House, Station Road, Cambridge, CBI 2RS. Riyadh, Saudi Arabia: Unpublished report to Ministry of Agriculture and Water
- Italconsult . 1969 . Water and Agricultural Development Studies for Area IV. Eastern Province. Saudi Arabia : Riyadh, Saudi Arabia: Unpublished report to Ministry of Agriculture and Water .
- Khan , M. Z. A. and Abdulrazzakh , M. J. 1986 . “Domestic Water Conservation Technology in Arid Regions.” . The Arabian Journal for Science and Engineering , 11 ( No. 4 ) : 405 – 416 .
- McDonald , M. G. and Harbaugh , A. W. 1988 . A Modular Three-Dimensional Finite-Difference Groundwater Flow Model, (MDOFLOW). Washington, DC, USA : Scientific Publication Co .
- Powers , R. W. , Ramirez , L. F. , Redmond , C. D. and Elberg , E. L. 1969 . Geology of the Arabian Peninsula. , Professional Paper 560-D 147 New York, New York, USA : U.S. Geological Survey .
- Pricket , T. A. 1967 . “Designing Pumped Well Characteristics into Electric Anolog Models.” . Groundwater , 5 ( No. 4 ) : 38 – 46 .