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The Delayed Effects of Variable Density Flow on Flow and Heads in Fresh Groundwater
Frans Schaars Theo Olsthoorn Mark Bakker
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Variable density modeling
Special interest in the movement of the interface Environmental risk of salinization This presentation: The effect of the variable density flow on flows and heads in the fresh groundwater zone
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? Changing flow patterns equilibrium 1mm/d transition
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Calculations using Sea Water Intrusion Package
A formulation for seawater intrusion that does not require a vertical discretization of the aquifer The formulation is intended for regional modeling for periods of up to 100 years Implemented in a public-domain MODFLOW package
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The mass balance is replaced by a volume balance (Boussinesq)
Approximations The resistance to vertical flow within an aquifer is neglected (Dupuit) The mass balance is replaced by a volume balance (Boussinesq) Diffusion and dispersion are neglected Heavier water is not allowed above lighter water
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Case 1 cross section increased recharge on island
z(m+ msl) x(m)
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Case 1 cross section increased recharge on island
Phreatic head(m+msl) time(y)
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Case 2 low lying polder area
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Case 2 low lying polder area
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Case 2 low lying polder area
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Case Terschelling Island
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The magnitude and direction of the effect is time-dependent.
Conclusions The movement of brackish or salt water can have a considerable impact on the flow and heads in the fresh groundwater zone. The magnitude and direction of the effect is time-dependent. For predictions the transmissivity should be adapted to the considered timescale.
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