2016
DOI: 10.1016/j.advwatres.2016.05.003
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Saltwater upconing zone of influence

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Cited by 40 publications
(22 citation statements)
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“…Few researches recently simulated the upconing phenomena based on field data (LlopisAlbert and Pulido-Velazquez 2014Mehdizadeh et al 2015;Strack et al 2016;De Filippis et al 2016;Jakovovic et al 2016). It could be concluded from these studies that the applicability of the sharp-interface approach in field-scale strongly depends on well location and pumping rate.…”
Section: Introductionmentioning
confidence: 99%
“…Few researches recently simulated the upconing phenomena based on field data (LlopisAlbert and Pulido-Velazquez 2014Mehdizadeh et al 2015;Strack et al 2016;De Filippis et al 2016;Jakovovic et al 2016). It could be concluded from these studies that the applicability of the sharp-interface approach in field-scale strongly depends on well location and pumping rate.…”
Section: Introductionmentioning
confidence: 99%
“…These analytical studies all assume a sharp boundary between fresh and salt groundwater, which generally results in optimistic estimates of the effects of pumping on salinization. If hydrodynamic dispersion is taken into account, a brackish transition zone will develop that has a larger area of influence of brackish upconing then a sharp interface (Reilly and Goodman 1987, Zhou et al 2005, Jakovovic et al 2016 and creates a gradual increase in concentrations of pumped groundwater Goodman 1987, Werner et al 2009). Also, the development of a brackish transition zone makes the decay of salinity after pumping has stopped much slower.…”
Section: Groundwater Salinizationmentioning
confidence: 99%
“…Note also that λ > 5 in our model, being the largest cell size within a 200 m wide region along the coast. A model satisfying this condition has the benefit of (a) yielding a proper reconstruction of the spatial correlation structure of Y and (b) limiting the occurrence of excessive variations between values of aquifer properties across neigh-boring cells (Kerrou and Renard, 2010) in the region where SWI takes place.…”
Section: Parametermentioning
confidence: 99%
“…Abarca et al (2007) introduced a modified Henry problem to account for dispersive solute transport and anisotropy in hydraulic conductivity. Kerrou and Renard (2010) analyzed the dispersive Henry problem within two-and three-dimensional randomly heterogeneous aquifer systems. These authors relied on computational analyses performed on a single threedimensional realization, invoking ergodicity assumptions.…”
Section: Introductionmentioning
confidence: 99%