1987
DOI: 10.2172/6513751
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Well test analysis in fractured media

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Cited by 11 publications
(5 citation statements)
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“…S s shows a generally decreasing trend with increasing depth, which is reasonable considering the increase in lithostatic pressure with depth, but the spread in values is enormous -15 orders of magnitude. Limitations on the ability of slug tests to provide reliable values of S s have been documented previously (Karasaki, 1987), and the large range of values shown in Figure 5.1 supports this. However, it may still be useful to compare general features of the slug-test S s values with theoretical values based on Equation (5.2), to investigate the interplay of water (C w ) and rock (α) compressibility.…”
supporting
confidence: 62%
“…S s shows a generally decreasing trend with increasing depth, which is reasonable considering the increase in lithostatic pressure with depth, but the spread in values is enormous -15 orders of magnitude. Limitations on the ability of slug tests to provide reliable values of S s have been documented previously (Karasaki, 1987), and the large range of values shown in Figure 5.1 supports this. However, it may still be useful to compare general features of the slug-test S s values with theoretical values based on Equation (5.2), to investigate the interplay of water (C w ) and rock (α) compressibility.…”
supporting
confidence: 62%
“…The double-porosity model is not well suited for a site like Raymond, in which flow is confined to discrete fractures within a granitic rock matrix that is essentially impermeable. properties, but the late-time transient may be fitted to a Theis curve if the degree of fracture interconnection is large enough relative to area perturbed by the test (Karasaki, 1987). This can occur because at late times fluid is being released from storage at distances far from the well, and flow toward the well is generally radial over the region.…”
Section: Conceptual Considerationsmentioning
confidence: 99%
“…(9) The finite radius well is partially penetrating (10) In addition to the instantaneous elastic response of aquifer compression and water expansion, gravity drainage of the pores is considered. (11) The drawdown is considered small compared with the saturated thickness so that boundary conditions appropriate for an initially horizontal water table can be imposed. (12) It is also assumed that the vertical flux of water into the aquifer from the unsaturated zone occurs in a manner that varies exponentially with time in response to a step decline in hydraulic head at the water table.…”
Section: Analytical Solutionmentioning
confidence: 99%
“…This type of composite model was used by numerous authors [2,4,6,11,12,14,17,18,[29][30][31][32][33] for the analysis of confined aquifers.…”
Section: Introductionmentioning
confidence: 99%