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SELECTED REFERENCESDarcy, H., 1856. Les Fountaines Publiques de la Ville de Dijon, Victor Dolmont, Paris, France Fishel, V.C. , 1935. Further Test on Permeability with Low Hydraulic Gradients, EOS Trans, AGU, 16, 499. Forbes, C.F., 1969(?), Theory and Appraisal of Hydraulic Conditions in Wells, Paper No. 3, Water Conservation and Irrigation Comm., N.S.W. Australia. Forchheimer, P. H., 19 - 01. Wasser Bewegung Durch Der Boden, VDI Z, 49, 1736-1749. King, F.H., 1898. Principles and Conditions of the Movement of Ground Water, 19th Annual Report, U.S. Geologic Survey, Washington, D.C. Louis, C., 1969. A study of Ground Water Flow in Jointed Rock and Its Influence on the Stability of Rock Masses, Rock Mechan. Res. Rep., 10, Imperial College of Science and Technology, London. Maini, Y.N.T., 1971. In Situ Hydraulic Parameters in Jointed Rock - Their Measurement and Interpretation, Ph.D. Thesis, Imperial College of Science and Technology, London. Meinzer, 0. E., and V. C. Fishel, 1934. Tests of Permeability with the Hydraulic Gradients, EOS Trans. AGU, 15, 405. Nuzman, C.E., 1989. Well Hydraulic Flow Concept, Recent Advances in Ground Water Hydrology, American Institute of Hydrology, pg. 72-77. Pelzer, R, and Stuart; Smith, 1990. Eucastream Suction Flow Control Device: An Element for Optimization of Flow Conditions in Wells, (Personal Communication 14 May 1990). Sen, Z., 1988. Analytical Solution Incorporating Nonlinear Radial Flow in Confined Aquifers, Water Resources Research 24(4) 601. Snow, D.T., 1968. Fracture Deformation and Changes of Permeability and Storage Upon Changes of Fluid Pressure, Q. Colorado School of Mines, 63(1), 201.
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