1992
DOI: 10.1007/pl00010967
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Execution Of A Triple Pumping Test And Interpretation By An Inverse Numerical Model

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Cited by 21 publications
(13 citation statements)
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“…The efficiency of an ATES system relies on the hydraulic conductivity of the subsurface which governs the maximum pumping rate and the corresponding drawdown. Lebbe et al (1992) conducted a triple pumping test on Campus Sterre to determine the hydraulic parameters of the different layers. Pumping wells were drilled in the pervious layers Yd 2, Yd 4, and Yd 6 (named PP 2, PP 4 and PP 6 respectively).…”
Section: Pumping and Injectionmentioning
confidence: 99%
See 1 more Smart Citation
“…The efficiency of an ATES system relies on the hydraulic conductivity of the subsurface which governs the maximum pumping rate and the corresponding drawdown. Lebbe et al (1992) conducted a triple pumping test on Campus Sterre to determine the hydraulic parameters of the different layers. Pumping wells were drilled in the pervious layers Yd 2, Yd 4, and Yd 6 (named PP 2, PP 4 and PP 6 respectively).…”
Section: Pumping and Injectionmentioning
confidence: 99%
“…The main groundwater reservoir is situated below this formation. It has a uniform thickness of approximately 20 m and can be subdivided into 6 units according to Lebbe et al (1992) (Fig.…”
mentioning
confidence: 99%
“…The slug test was interpreted using guidelines given by Butler (1998) and interpreted with the KGS model (Hyder et al, 1994). For Tertiary deposits, we estimated a horizontal hydraulic conductivity of 0.1 m∕d from previous studies (Lebbe et al, 1992). Vertical conductivity was taken ten times smaller for both cases and we estimated an effective porosity of 0.35, which is a typical value for sediments.…”
Section: Heat and Flow Transport Modelmentioning
confidence: 99%
“…Mansour et al, 2011;Raghavan, 2004;Schad and Teutsch, 1994;Thorbjarnarson et al, 1998). Pumping tests have been simulated with finite difference (Barrash and Dougherty, 1997;Cheng and Chen, 2007;Halford and Yobbi, 2006;Kaleris et al, 1995;Lee et al, 2007;Leven and Dietrich, 2006;Mohamed and Rushton, 2006;Raghavan, 2009Raghavan, , 2006Schroth and Narasimhan, 1997), finite elements, and hybrid finite elements -finite difference models (Chen and Jiao, 1999;Lebbe et al, 1992). Radial flow models based on cylindrical coordinate grids are particularly appropriate for the simulation of pumping tests since they provide a more precise representation of the flow field around the pumping borehole (e.g.…”
Section: Introductionmentioning
confidence: 99%