2005
DOI: 10.1007/s10040-005-0472-3
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Modeling stream-aquifer interactions in a shallow aquifer, Choele Choel Island, Patagonia, Argentina

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Cited by 41 publications
(21 citation statements)
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“…The capacity balances for the second tank and third tank were calculated by the same formulae as those of traditional tank model: formulae (2) − (9) with the exception of formula (5). The third tank storage (h3 k ) was used to calculate the groundwater level in month k.…”
Section: S + Traditional Tank Modelmentioning
confidence: 99%
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“…The capacity balances for the second tank and third tank were calculated by the same formulae as those of traditional tank model: formulae (2) − (9) with the exception of formula (5). The third tank storage (h3 k ) was used to calculate the groundwater level in month k.…”
Section: S + Traditional Tank Modelmentioning
confidence: 99%
“…3). The capacity balance equations for the combined tank model containing three tanks were calculated by formulae (1) to (9) except formula (1) and formula (5).…”
Section: Combined Tank Modelmentioning
confidence: 99%
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“…Otherwise, system parameters including specific yield and streambed conductance and boundary conditions are the same for all simulations. All computations are conducted using the MODFLOW simulation environment (Leake and Prudic, 1991;McDonald and Harbaugh, 2003;Rodríguez et al, 2006).…”
Section: Experiments Setting and Model Developmentmentioning
confidence: 99%
“…Numerical simulation of groundwater flow is traditionally used to provide estimates of hydraulic heads and determine the exchange between surface water and groundwater (e.g., Fugazza et al 1983, Pucci and Pope 1995, Nobi and Gupta 1997, Rodríguez et al 2006, Pisinaras et al 2007. Various field methods (e.g., discharge measurement, seepage meters, and geochemical and physical tracers) can provide more direct estimates in local area (Weight 2008, pp.…”
Section: Introductionmentioning
confidence: 99%