The importance of hydraulic groundwater theory in catchment hydrology: The legacy of Wilfried Brutsaert and Jean-Yves Parlange

Key Points Brutsaert and Parlange made landmark contributions to groundwater theory Hydraulic groundwater theory is basis of applications in hydrology Applications from drought analysis to climate impact Based on a literature overview, this paper summarizes the impact and legacy of the contributions...

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Veröffentlicht in:Water resources research 2013-09, Vol.49 (9), p.5099-5116
Hauptverfasser: Troch, Peter A., Berne, Alexis, Bogaart, Patrick, Harman, Ciaran, Hilberts, Arno G. J., Lyon, Steve W., Paniconi, Claudio, Pauwels, Valentijn R. N., Rupp, David E., Selker, John S., Teuling, Adriaan J., Uijlenhoet, Remko, Verhoest, Niko E. C.
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Sprache:eng
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Zusammenfassung:Key Points Brutsaert and Parlange made landmark contributions to groundwater theory Hydraulic groundwater theory is basis of applications in hydrology Applications from drought analysis to climate impact Based on a literature overview, this paper summarizes the impact and legacy of the contributions of Wilfried Brutsaert and Jean‐Yves Parlange (Cornell University) with respect to the current state‐of‐the‐art understanding in hydraulic groundwater theory. Forming the basis of many applications in catchment hydrology, ranging from drought flow analysis to surface water‐groundwater interactions, hydraulic groundwater theory simplifies the description of water flow in unconfined riparian and perched aquifers through assumptions attributed to Dupuit and Forchheimer. Boussinesq (1877) derived a general equation to study flow dynamics of unconfined aquifers in uniformly sloping hillslopes, resulting in a remarkably accurate and applicable family of results, though often challenging to solve due to its nonlinear form. Under certain conditions, the Boussinesq equation can be solved analytically allowing compact representation of soil and geomorphological controls on unconfined aquifer storage and release dynamics. The Boussinesq equation has been extended to account for flow divergence/convergence as well as for nonuniform bedrock slope (concave/convex). The extended Boussinesq equation has been favorably compared to numerical solutions of the three‐dimensional Richards equation, confirming its validity under certain geometric conditions. Analytical solutions of the linearized original and extended Boussinesq equations led to the formulation of similarity indices for baseflow recession analysis, including scaling rules, to predict the moments of baseflow response. Validation of theoretical recession parameters on real‐world streamflow data is complicated due to limited measurement accuracy, changing boundary conditions, and the strong coupling between the saturated aquifer with the overlying unsaturated zone. However, recent advances are shown to have mitigated several of these issues. The extended Boussinesq equation has been successfully applied to represent baseflow dynamics in catchment‐scale hydrological models, and it is currently considered to represent lateral redistribution of groundwater in land surface schemes applied in global circulation models. From the review, it is clear that Wilfried Brutsaert and Jean‐Yves Parlange stimulated a body of research th
ISSN:0043-1397
1944-7973
1944-7973
DOI:10.1002/wrcr.20407