Is the Dupuit assumption suitable for predicting the groundwater seepage area in hillslopes? - Archive ouverte HAL Access content directly
Journal Articles Water Resources Research Year : 2014

Is the Dupuit assumption suitable for predicting the groundwater seepage area in hillslopes?

(1) , (1) , (1)
1
Etienne Bresciani
Philippe Davy
Jean-Raynald de Dreuzy

Abstract

Many physically based hydrological/hydrogeological models used for predicting groundwater seepage areas, including topography-based index models such as TOPMODEL, rely on the Dupuit assumption. To ensure the sound use of these simplified models, knowledge of the conditions under which they provide a reasonable approximation is critical. In this study, a Dupuit solution for the seepage length in hillslope cross sections is tested against a full-depth solution of saturated groundwater flow. In homogeneous hillslopes with horizontal impervious base and constant-slope topography, the comparison reveals that the validity of the Dupuit solution depends not only on the ratio of depth to hillslope length d/L (as might be expected), but also on the ratio of hydraulic conductivity to recharge K/R and on the topographic slope s. The validity of the Dupuit solution is shown to be in fact a unique function of another ratio, the ratio of depth to seepage length d/LS. For d/LS<0.2, the relative difference between the two solutions is quite small (<14% for the wide range of parameter values tested), whereas for d/LS>0.2, it increases dramatically. In practice, this criterion can be used to test the validity of Dupuit solutions. When d/LS increases beyond that cutoff, the ratio of seepage length to hillslope length LS/L given by the full-depth solution tends toward a nonzero asymptotic value. This asymptotic value is shown to be controlled by (and in many cases equal to) the parameter R/(sK). Generalization of the findings to cases featuring heterogeneity, nonhorizontal impervious base and variable-slope topography is discussed.
Fichier principal
Vignette du fichier
bresciani.pdf (864.81 Ko) Télécharger le fichier
Origin : Publisher files allowed on an open archive
Loading...

Dates and versions

insu-00979585 , version 1 (16-10-2014)

Identifiers

Cite

Etienne Bresciani, Philippe Davy, Jean-Raynald de Dreuzy. Is the Dupuit assumption suitable for predicting the groundwater seepage area in hillslopes?. Water Resources Research, 2014, 50 (3), pp.2394-2406. ⟨10.1002/2013WR014284⟩. ⟨insu-00979585⟩
156 View
765 Download

Altmetric

Share

Gmail Facebook Twitter LinkedIn More