2008
DOI: 10.1016/j.apnum.2006.12.006
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Coupling Stokes and Darcy equations

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Cited by 71 publications
(37 citation statements)
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“…This boundary condition requires an iterative or a sequential computation, although the iterative one is more precise (Sulis et al, 2010). Sometimes the iterative process also leads to a discontinuity of the tangential component of the water velocity at the interface with the streambed (Discacciati et al, 2002;Miglio et al, 2003;Urquiza et al, 2008). This is not a problem, as this discontinuity can be interpreted as representative of the streambed load.…”
Section: Models For Simulating Stream-aquifer Interfacementioning
confidence: 99%
See 1 more Smart Citation
“…This boundary condition requires an iterative or a sequential computation, although the iterative one is more precise (Sulis et al, 2010). Sometimes the iterative process also leads to a discontinuity of the tangential component of the water velocity at the interface with the streambed (Discacciati et al, 2002;Miglio et al, 2003;Urquiza et al, 2008). This is not a problem, as this discontinuity can be interpreted as representative of the streambed load.…”
Section: Models For Simulating Stream-aquifer Interfacementioning
confidence: 99%
“…Along with the sediment heterogeneities, the geomorphological structures of the alluvial plain can also create preferential pathways, which can have a significant impact on stream-aquifer exchanges (Conant, 2004;Fleckenstein et al, 2006;Poole et al, 2002Poole et al, , 2008Storey et al, 2003;van Balen et al, 2008;Weng et al, 2003;Woessner, 2000). Overall, the preferential flow paths lead to a spatially and temporally complex piezometric head distribution in the alluvial plain, especially during transitional event as floods (Bendjoudi et al, 2002;Heeren et al, 2014;Koch et al, 2011;Wondzell and Swanson, 1999;Wroblicky et al, 1998), when bank storage occurs (Whiting and Pomeranets, 1997).…”
Section: Hydrofacies Related To the Alluvial Plain Architecturementioning
confidence: 99%
“…[2], [9], [10], [11], [13], [14], [18], [20], [21], [27], [28], [29], [33], [34], [35], [37], and the references therein). This fact has been motivated by the diverse applications of this coupled model (in petroleum engineering, hydrology, and environmental sciences, to name a few), and also by the increasing need of simpler, more accurate, and more efficient procedures to solve it.…”
Section: Introductionmentioning
confidence: 99%
“…The three coupling conditions described in this section have been extensively studied and analyzed also in [20,21,40,45,48,51].…”
Section: Coupling Conditions Across the Interfacementioning
confidence: 99%