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

被引:15
|
作者
Jeng , DS [1 ]
Barry, DA
Seymour, BR
Dong, P
Li, L
机构
[1] Univ Sydney, Dept Civil Engn, Sydney, NSW 2006, Australia
[2] Hohai Univ, Res Inst Coastal & Ocean Engn, Nanjing 210098, Peoples R China
[3] Univ Edinburgh, Sch Engn & Elect, Inst Infrastruct & Environm, Contaminated Land Assesment & Remediat Res Ctr, Edinburgh EH9 3JL, Midlothian, Scotland
[4] Univ British Columbia, Dept Math, Vancouver, BC V6T 1Z2, Canada
[5] Univ Dundee, Div Civil Engn, Dundee DD1 4HN, Scotland
[6] Univ Queensland, Sch Engn, Brisbane, Qld 4072, Australia
[7] Hohai Univ, Ctr Ecoenvironm Modelling, Nanjing 210098, Peoples R China
关键词
unconfined aquifers; groundwater fluctuations; Boussinesq equation; shallow-water expansion;
D O I
10.1016/j.advwatres.2004.06.002
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
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 (epsilon), the amplitude parameter (a) and coastline parameter (beta) 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. (c) 2004 Elsevier Ltd. All rights reserved.
引用
收藏
页码:1040 / 1047
页数:8
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