2004
DOI: 10.1002/hyp.5737
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Physics‐based hydrologic response simulation: platinum bridge, 1958 Edsel, or useful tool

Abstract: The aim of a model is, of course, precisely not to reproduce reality in all its complexity. It is rather to capture in a vivid, often formal, way what is essential to understanding some aspect of its structure or behavior. . .. We select, for inclusion in our model, those features of reality that we consider to be essential to our purpose . . . the ultimate criteria, being based on intentions and purposes as they must be, are finally determined by the individual, that is, human, modeler. Joseph Weizenbaum (197… Show more

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Cited by 83 publications
(75 citation statements)
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“…Many hydrosystem models have been developed, in particular coupled surface-subsurface hydro(geo)logical models (Loague and VanderKwaak, 2004), with no special emphasis on stream-aquifer interfaces. During the 1970s and 1980s, the first sedimentary basin distributed physically-based models (DPBMs) were developed based on the finite differences numerical scheme (Abbott et al, 1986;Freeze, 1971;Harbaugh et al, 2000;Ledoux et al, 1989;de Marsily et al, 1978;McDonald and Harbaugh, 1988;Parkin et al, 1996;Perkins and Sophocleous, 1999;Refsgaard and Knudsen, 1996).…”
Section: Overview Of Coupled Surface-subsurface Hydrological Modelsmentioning
confidence: 99%
“…Many hydrosystem models have been developed, in particular coupled surface-subsurface hydro(geo)logical models (Loague and VanderKwaak, 2004), with no special emphasis on stream-aquifer interfaces. During the 1970s and 1980s, the first sedimentary basin distributed physically-based models (DPBMs) were developed based on the finite differences numerical scheme (Abbott et al, 1986;Freeze, 1971;Harbaugh et al, 2000;Ledoux et al, 1989;de Marsily et al, 1978;McDonald and Harbaugh, 1988;Parkin et al, 1996;Perkins and Sophocleous, 1999;Refsgaard and Knudsen, 1996).…”
Section: Overview Of Coupled Surface-subsurface Hydrological Modelsmentioning
confidence: 99%
“…These models are computer-based numerical solutions to the boundary value problems of concern (Wheater et al, 2010). In this regard, the need to accurately quantify and forecast surface and groundwater interactions has promoted the use of physically based numerical modelling approaches in many studies (Loague and VanderKwaak, 2004;Ebel and Loague, 2006;Beven and Binley, 1992;Beven, 2006Beven, , 2002Beven, , 2001Nasonova and Gusev, 2008). Physically based models are generally founded on the blueprint for a physically based mathematical model of a complete hydrological system developed by Freeze and Harlan (1969).…”
Section: Figmentioning
confidence: 99%
“…The domains of parameter values and their combinations would be constrained with the physics. Without the physics, there would no such constraints, and any combinations can lead to similar effects (Savenije, 2001;Loague and VanderKwaak, 2004). With the help of spatial technologies like GIS, the use of distributed land surface information for the estimation of some WEP parameters would partially keep the parameter set within reasonable bounds in our rainfall-runoff modeling efforts.…”
Section: Discussionmentioning
confidence: 99%