2007
DOI: 10.1007/s10040-007-0241-6
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Groundwater travel times for unconfined island aquifers bounded by freshwater or seawater

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Cited by 31 publications
(39 citation statements)
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“…Dune areas as freshwater reservoirs with regard to problems of salinization, freshening, decalcification, atmospheric pollution and artificial recharge have been studied intensely by Stuyfzand (1993). Moreover, analytical solutions exist on the geometry of a freshwater lens (Vacher, 1988;Van der Veer, 1977;Fetter, 1972) as well as travel times within the lens (Vacher et al, 1990;Chesnaux and Allen, 2008. Still, not much is known about the groundwater ages, recharge rates and hydrogeochemical evolution of Spiekeroogs or similar barrier island freshwater reservoirs. This study combines age dating with 3 H- 3 He, stable isotope and major ion analysis of precipitation, surface water and groundwater in order to generate a compact overview of the hydrological system of a barrier island.…”
Section: Introductionmentioning
confidence: 99%
“…Dune areas as freshwater reservoirs with regard to problems of salinization, freshening, decalcification, atmospheric pollution and artificial recharge have been studied intensely by Stuyfzand (1993). Moreover, analytical solutions exist on the geometry of a freshwater lens (Vacher, 1988;Van der Veer, 1977;Fetter, 1972) as well as travel times within the lens (Vacher et al, 1990;Chesnaux and Allen, 2008. Still, not much is known about the groundwater ages, recharge rates and hydrogeochemical evolution of Spiekeroogs or similar barrier island freshwater reservoirs. This study combines age dating with 3 H- 3 He, stable isotope and major ion analysis of precipitation, surface water and groundwater in order to generate a compact overview of the hydrological system of a barrier island.…”
Section: Introductionmentioning
confidence: 99%
“…In this manner, the travel time between two positions located along the flow line may be calculated, r i and x i being the initial position (time = 0), and r and x, the position of the water particle at time t. For circular lenses, the problem is solved between r i = 0 to r = R, whereas for the longitudinal ones it is between x i = 0 to x = L. The thickness of the freshwater lens is given by the addition of the height of the water table (h) and the depth of the interface (z) (Chesnaux & Allen, 2008). Abbreviations ccp and scp indicate circular and strip lenses, respectively, discharging to the coastal plain.…”
Section: Estimation Of Travel Timementioning
confidence: 99%
“…The travel time of the groundwater flow through the freshwater lenses was calculated according to the solutions proposed by Chesnaux & Allen (2008) for oceanic and inland islands.…”
Section: Estimation Of Travel Timementioning
confidence: 99%
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