2007
DOI: 10.1016/j.jhydrol.2007.09.026
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Numerical evaluation of volumetric weighted mean transmissivity estimates in laterally heterogeneous aquifers

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Cited by 4 publications
(3 citation statements)
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“…A large number of heterogeneous aquifer investigations were conducted using numerical simulations within random transmissivity fields (Meier et al ., ; Sanchez‐Vila et al ., ; Copty and Findikakis, ; Neuman et al ., ; and Rhode et al ., ). The approach has been to generate two‐dimensional heterogeneous transmissivity fields, simulate the transient flow fields using numerical methods and subsequently analyze the results.…”
Section: Application Resultsmentioning
confidence: 97%
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“…A large number of heterogeneous aquifer investigations were conducted using numerical simulations within random transmissivity fields (Meier et al ., ; Sanchez‐Vila et al ., ; Copty and Findikakis, ; Neuman et al ., ; and Rhode et al ., ). The approach has been to generate two‐dimensional heterogeneous transmissivity fields, simulate the transient flow fields using numerical methods and subsequently analyze the results.…”
Section: Application Resultsmentioning
confidence: 97%
“…Rhode et al . () illustrated that the heterogeneity in the well vicinity is the main mechanism impacting the drawdown data in the early time pumping period and that the volumetric weighted mean transmissivity values at late time do not converge to an asymptotic value if the steady‐state conditions are not satisfied.…”
Section: Introductionmentioning
confidence: 99%
“…Zhang et al (2007) illuminated that an identical hydrostratigraphic unit could present different deformation characteristics, such as elasticity, elasto-plasticity, and viscoelasto-plasticity, at different sites of the cone of depression or in different periods. By analyzing the volumetric evolution of the cone of depression, Rhode et al (2007) illustrated the nature of volumetric weighted mean transmissivity within the cone of depression as a function of time. Shi et al (2008Shi et al ( , 2012 simulated regional land subsidence and indicated that about 3.08 Â 10 7 m 3 /yr groundwater could be provided as emergency water source while meeting the land subsidence control target of 10 mm/a in Suzhou, China.…”
Section: Introductionmentioning
confidence: 99%