2003
DOI: 10.1672/0277-5212(2003)023[0190:troafi]2.0.co;2
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The role of a floodplain in regulating aquifer recharge during a flood event of the River Adour in southwest France

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Cited by 5 publications
(9 citation statements)
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“…5 days at depths of 1-2 m. Both floodplains are served by numerous drainage channels that allow efficient emptying of the area following the flood events. During the flood events the Barthes play a significant hydrological role owing to the large volumes of water stored (Brunet and Astin, 1997;Brunet et al, 2003). This storage capacity, coupled with the existence of man-made dykes, affords flood protection to towns in the area, particularly Dax, and provides significant dilution of point discharges from the many farms in the area.…”
Section: Article In Pressmentioning
confidence: 99%
“…5 days at depths of 1-2 m. Both floodplains are served by numerous drainage channels that allow efficient emptying of the area following the flood events. During the flood events the Barthes play a significant hydrological role owing to the large volumes of water stored (Brunet and Astin, 1997;Brunet et al, 2003). This storage capacity, coupled with the existence of man-made dykes, affords flood protection to towns in the area, particularly Dax, and provides significant dilution of point discharges from the many farms in the area.…”
Section: Article In Pressmentioning
confidence: 99%
“…In a previous study, (Brunet et al 2003), found a good correlation between the discharge of the Adour and the variation in conductivity and dissolved nitrate concentration in the river water. Similar temporal variations, albeit attenuated, are also observed at the foot of the terrace, i.e.…”
Section: Discussionmentioning
confidence: 80%
“…If we assume an average bulk density of 1.5-1.8 t m −3 for this silty material then the total mass of sediment is 15.75-18.9×10 6 t. If we further assume that the mean organic nitrogen concentration is ca. 2 mg g −1 (PNRZH 2000) we would have 31,500-37,800 t of organic nitrogen within the floodplain sub-surface to a depth of 1.5 m. Brunet et al (2003) have calculated the volume of water present in the sub-surface to be 2.1×10 6 m 3 and, given the very low nitrate concentrations in the sub-surface at the piezometers (ca. 1 mg l −1 ), we can estimate a very modest load of 2.1 t of nitrate in the sub-surface.…”
Section: Discussionmentioning
confidence: 99%
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