利用pflotran模拟沿海地下水位波动

Margit Maple, Maia Coylar, Russell Detwiler, Timu Gallien
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引用次数: 0

摘要

沿海含水层是高度动态的地下水系统。海平面上升将导致沿海地下水位上升,从而增加浅层或新兴地下水的风险(Befus et al., 2020)。海水水位的波动导致海滩地下水位在一个相对较大的范围内振荡。了解这些振荡是至关重要的,因为浅层(即高)地下水位可能会影响地下基础设施,调动沉积物,并增加液化风险。虽然已经研究了潮汐和波浪形成对沿海地下水位的影响(例如,Nielsen, 1990;Housego等人,2021),但尚未探索波浪上升、部分饱和流、复杂海滩地形和双潮汐强迫对海湾背侧地区的累积影响。这项工作对海滩地下水位波动进行了数值模拟,并与加利福尼亚州恩西尼塔斯卡迪夫州立海滩的现场冲刷和海滩地下水观测结果进行了比较。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
MODELING COASTAL WATER TABLE FLUCTUATIONS USING PFLOTRAN
Coastal aquifers are highly dynamic groundwater systems. Sea level rise will cause a rise in coastal groundwater tables resulting in increased risk of shallow or emergent groundwater (Befus et al., 2020). Marine water level fluctuations cause the beach groundwater table to oscillate over a relatively large range. Understanding these oscillations is crucial, as shallow (i.e., high) water tables may impact subsurface infrastructure, mobilize sediment, and increase liquefaction risks. Although the impacts of tides and wave setup on coastal water tables have been studied (e.g., Nielsen, 1990; Housego et al, 2021), the cumulative impacts of wave runup, partially saturated flow, complex beach topography, and dual tidal forcing for bay-backed regions have not been explored. This work numerically models beach water table fluctuations which are compared to in-situ swash and beach groundwater observations at Cardiff State Beach in Encinitas, CA.
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