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• W2032414033 abstract "A numerical solution to the 1-D Boussinesq ground water equation is used to predict water table response to tidal and wave forcing. We argue that the solution presented here offers considerable advantages over other solutions to the 1-D Boussinesq ground water equation and is simpler to apply than 2-D ground water models. The main assumption in using the Boussinesq equation is that ground water flow in a shallow aquifer can be described using the Dupuit-Forchheimer approximation, in which it is assumed that changes in hydraulic head with depth below the water table are negligible. The predictive ability of the solution was tested against field data from ten wells and ten piezometers on a microtidal sandy beach. Two model runs were carried out: in the first the effect of tides only was considered; in the second setup due to waves was also considered. The arithmetic mean of independently measured values of hydraulic conductivity was used to describe sediment characteristics. The piezometer data show that changes in hydraulic head with depth are negligible for much of the beach, suggesting that the use of the Boussinesq equation is appropriate. The correspondence between model predictions of water table elevations and field observations is good for both the tide-only and the tide plus setup model runs, with the latter giving the better predictions." @default.
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• W2032414033 date "1998-06-01" @default.
• W2032414033 modified "2023-10-18" @default.
• W2032414033 title "Validation of a Boussinesq model of beach ground water behaviour" @default.
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• W2032414033 doi "https://doi.org/10.1016/s0025-3227(98)00026-7" @default.
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