Water-table response to tidal forcing at sloping beaches

被引:7
|
作者
Roberts, Melanie E. [1 ]
Trefry, M. G. [2 ,3 ]
Fowkes, N. [1 ]
Bassom, Andrew P. [1 ]
Abbott, P. C. [4 ]
机构
[1] Univ Western Australia, Sch Math & Stat, Crawley, WA 6009, Australia
[2] CSIRO Land & Water, Wembley, WA 6913, Australia
[3] Univ Western Australia, Sch Earth & Environm, Crawley, WA 6009, Australia
[4] Univ Western Australia, Sch Phys, Crawley, WA 6009, Australia
关键词
Groundwater; Phreatic aquifer; Tidal forcing; Sloping beach; FREE-SURFACE FLOW; COASTAL AQUIFER; NONLINEAR DIFFUSION; UNCONFINED AQUIFERS; GROUNDWATER-FLOW; FLUCTUATIONS; ESTUARY; APPROXIMATION; INTRUSION; BOUNDARY;
D O I
10.1007/s10665-010-9407-7
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The groundwater response to tidal forcing is described by Laplace's equation for the hydraulic head subject to appropriate boundary conditions. A previous solution to this problem based on long-wave and shallow-aquifer approximations is extended to higher-order and a general solution scheme, automated in Mathematica, is described. The solution can, in principle, be extended to arbitrary order, but is restricted to a detailed study of the properties of the solution when truncated to sixth-order. These results show that the mean water table height increases throughout the aquifer to a steady inland height elevated above mean sea level. The phase shift of the fluctuations and the asymmetry of the pore drainage process are investigated using Fourier analysis.
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页码:291 / 311
页数:21
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