2007
DOI: 10.1016/j.jhydrol.2007.01.045
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Coupling surface and subsurface flows in a depth averaged flood wave model

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Cited by 94 publications
(87 citation statements)
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“…This is not a problem, as this discontinuity can be interpreted as representative of the streambed load. It should also be noted that the validity of this Recent numerical developments allow for solving the coupled surface and subsurface equations with a matrical system (Gunduz and Aral, 2005;Liang et al, 2007;Peyrard et al, 2008;Qu and Duffy, 2007;Spanoudaki et al, 2009;Yuan et al, 2008). This method can be used whatever the selected stream-aquifer interface model.…”
Section: Models For Simulating Stream-aquifer Interfacementioning
confidence: 99%
“…This is not a problem, as this discontinuity can be interpreted as representative of the streambed load. It should also be noted that the validity of this Recent numerical developments allow for solving the coupled surface and subsurface equations with a matrical system (Gunduz and Aral, 2005;Liang et al, 2007;Peyrard et al, 2008;Qu and Duffy, 2007;Spanoudaki et al, 2009;Yuan et al, 2008). This method can be used whatever the selected stream-aquifer interface model.…”
Section: Models For Simulating Stream-aquifer Interfacementioning
confidence: 99%
“…Modelling of surface-groundwater interactions needs knowledge of groundwater modelling, but also a detailed understanding of the exchange processes that occur between the surface and sub-surface domains (Barnett et al, 2012). Surface-groundwater interactions have been investigated in several studies (Hoehn and Scholtis, 2011;Lenahan and Bristow, 2010;Sophocleous and Perkins, 2000;Winter, 1999;Kollet and Maxwell, 2006;Krause et al, 2007;Lamontagne et al, 2005;Liang et al, 2007;Meire et al, 2010;Panday and Huyakorn, 2004;Shlychkov, 2008), but floodplains in arid/semi-arid regions have received considerably less attention (Jolly et al, 2008). One of the major limitations in this regard is lack of high quality observed data (Pilgrim et al, 1988).…”
Section: Figmentioning
confidence: 99%
“…In particular in the analysis presented herein the HLL first order upwind scheme has been implemented and used for integrating the complete and kinematic model while MacCormack (MC) second order space centered scheme has been applied to the complete, diffusive and kinematic model. Several authors have used the MacCormack scheme to simulate the propagation of overland flow processes; among them [2,4,5,12,13].…”
Section: Numerical Modelsmentioning
confidence: 99%