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Two-dimensional approximation for tide-induced watertable fluctuations in a sloping sandy beach

机译:倾斜沙滩中潮汐引起的地下水位波动的二维近似

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The prediction of watertable fluctuations in a coastal aquifer is important for coastal management. However, most previous approaches have based on the one-dimensional Boussinesq equation, neglecting variations in the coastline and beach slope. In this paper, a closed-form analytical solution for a two-dimensional unconfined coastal aquifer bounded by a rhythmic coastline is derived. In the new model, the effect of beach slope is also included, a feature that has not been considered in previous two-dimensional approximations. Three small parameters, the shallow water parameter (ε), the amplitude parameter (α) and coastline parameter (β) are used in the perturbation approximation. The numerical results demonstrate the significant influence of both the coastline shape and beach slopes on tide-driven coastal groundwater fluctuations.
机译:预测沿海含水层中的地下水位波动对于沿海管理非常重要。但是,大多数以前的方法都基于一维Boussinesq方程,而忽略了海岸线和海滩坡度的变化。本文推导了以有规律的海岸线为边界的二维无边沿含水层的封闭形式解析解。在新模型中,还包括海滩坡度的影响,以前的二维近似未考虑此特征。在摄动近似中使用了三个小参数,浅水参数(ε),振幅参数(α)和海岸线参数(β)。数值结果表明,海岸线形状和海滩坡度对潮汐驱动的沿海地下水波动均具有重大影响。

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