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<dc:title xml:lang="fr">Etude expérimentale et numérique du transfert hydrique dans la plaine de Sidi Bouzid</dc:title>
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<dc:subject xml:lang="fr">Modèle numérique</dc:subject>
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<dc:subject xml:lang="fr">Hétérogénéité de la zone non saturée</dc:subject>
<dc:subject xml:lang="fr">Feflow, plaine de Sidi Bouzid</dc:subject>
<dc:subject xml:lang="fr">Épandage de crues</dc:subject>
<dc:subject xml:lang="en">Numerical model</dc:subject>
<dc:subject xml:lang="en">Water flux</dc:subject>
<dc:subject xml:lang="en">Heterogeneity of the vadose zone</dc:subject>
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<dcterms:abstract xml:lang="fr">L’objectif est la construction numérique d’un modèle 3D régional de la plaine de Sidi Bouzid permettant la quantification du transfert hydrique et du rôle des crues sur le processus de recharge. Des simulations numériques de l’écoulement ont été réalisées à l’aide de Feflow et validées par des données mesurées in situ. Une conceptualisation des paramètres d’entrée a été réalisée afin de contourner l’absence de données mesurées. L'hétérogénéité de la zone non saturée a un impact significatif sur la variation du flux vertical et la propagation du front d’humidité. Les résultats obtenus en 1D ont été spatialisés à l’échelle de la plaine avec l’objectif de quantifier l’ensemble des flux d’écoulements. L’originalité réside, d’une part, dans la détermination des conditions aux limites appliquées à la surface du sol à partir des hydrogrammes des crues enregistrés et, d’autre part, au modèle conceptuel limitant l’évaporation. Le modèle hydrodynamique a mis en évidence que le bilan hydrique est fortement excédentaire. Les simulations de l’écoulement ont montré que l’approche des épandages de crues au niveau des périmètres surestime la recharge artificielle de la nappe.</dcterms:abstract>
<dcterms:abstract xml:lang="en">The aim of this study is to set up a 3D regional model to quantify water flux in unsaturated-saturated zones and the role of floods on the recharge process. Therefore, numerical flow simulations were conducted using the finite element Feflow that will be validated by measured data. A conceptualization of input parameters was carried out to overcome the absence of measured data. The heterogeneity of the vadose zone have a significant impact on the variation of the vertical flow, the residence time and the propagation of wetting front in the unsaturated zone. The results obtained in 1D were then used to quantify groundwater recharge of the entire area of the study site. The original approach is to derive the time-dependent hydraulic boundary condition of water level at the soil surface of the spreading perimeters by measured flood hydrographs and to develop a limited conceptual model of water uptake by evaporation. The hydrodynamic model showed that the water balance is very important. Flow simulations have shown that the perimeter flooding approach overestimates the artificial recharge of the aquifer.</dcterms:abstract>
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