Geology Reference
In-Depth Information
single horizontal fracture intersecting the pumping well (Gringarten and
Witherspoon, 1972), double porosity behaviour (Warren and Root, 1963) or
connectivity and fractional dimension flow (Barker, 1988). These methods
are successfully applied to case studies in Archean granites and allow to
characterise the complexity of flows through fractures. These techniques
should be widely used by scientists and engineers for fractured aquifer
characterisation (structure, anisotropy, heterogeneity) and evaluation
(permeability, storage, water supply).
REFERENCES
Ballukraya, P.N., 1997. Groundwater Over-exploitation: A Case Study from Moje-
Anepura, Kolar district, Karnataka. J. Geol. Soc. India , 50: 277-282.
Barenblatt, G.E., Zheltov, I.P. and Kochina, I.N., 1960. Basic Concepts in the Theory
of Seepage of Homogeneous Liquids in Fissured Rocks. Jour. of Applied Math .
(USSR) , 24(5): 1286-1303.
Barker, J.A., 1988. A Generalized Radial Flow Model for Hydraulic Tests in Frac-
tured Rock. Water Resour. Res ., 24: 1796-1804.
Black, J.H., 1994. Hydrogeology of Fractured Rocks - A Question of Uncertainty
about Geometry. Appl. Hydrogeol ., 3: 56-70.
Boulton, N.S. and Pontin, J.M.A., 1971. An Extended Theory of Delayed Yield from
Storage Applied to Pumping Tests in Unconfined Anisotropic Aquifers. J. Hydrol .,
14: 53-65.
Boulton, N.S., 1970. Analysis of Data from Pumping Tests in Unconfined Anisotro-
pic Aquifers. J. Hydrol ., 10: 369-378.
Engerrand, C., 2002. Hydrogéologie des socles cristallins fissures à fort recouvrement
d'altérites en régime de mousson: Etude hydrogéologique de deux basins ver-
sants situés en Andhra Pradesh (Inde). Ph D thesis, University Paris VI, 2002.
Gringarten, A.C. and Ramey, H.J., 1974. Unsteady-state Pressure Distribution Cre-
ated by a Well with a Single Horizontal Fracture, Partially Penetrating or Re-
stricted Entry. Trans. Am. Inst. Min. Eng ., 257: 413-426.
Gringarten, A.C. and Witherspoon, P.A., 1960. A Method of Analysing Pump Test
Data from Fractured Aquifers. Percolation through Fissured Rock, Deutsche
Gesellschaft fur Red and Grundbau, Stuttgart, 1972, T3B1-T3B8. J. Appl. Math.
Mech . (Engl. Transl.), 24(10): 1796-1804.
Karanth, K.R. and Prakash, V.S., 1988. A Comparative Study of Transmissivity
Values Obtained by Slug Tests and Pump Tests. J. Geol.Soc. India , 32: 244-248.
Maréchal, J.C., Wyns, R., Lachassagne, P. and Subrahmanyam, K., 2004. Vertical
Anisotropy of Hydraulic Conductivity in the Fissured Layer of Hard Rock
Aquifers due to the Geological Structure of Weathering Profiles. Journal of the
Geological Society of India , 63: 545-550.
Neuman, S.P., 1975. Analysis of Pumping Test Data from Anisotropic Unconfined
Aquifers Considering Delayed Gravity Response. Water Resour. Res ., 11(2):
329-342.
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