Spring-neap tide-induced beach water table fluctuations in a sloping coastal aquifer

被引:31
|
作者
Jeng, DS [1 ]
Mao, X
Enot, P
Barry, DA
Li, L
机构
[1] Univ Sydney, Dept Civil Engn, Sydney, NSW 2006, Australia
[2] Univ Edinburgh, Sch Engn & Elect, Contaminated Land Assessment & Remediat Res Ctr, Inst Infrastruct & Environm, Edinburgh EH9 3JL, Midlothian, Scotland
[3] Ecole Polytech Fed Lausanne, Sch Architecture Civil & Environm Engn, CH-1015 Lausanne, Switzerland
[4] Univ Queensland, Sch Engn, Brisbane, Qld 4072, Australia
关键词
D O I
10.1029/2005WR003945
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Predictions of water table fluctuations in coastal aquifers are needed for numerous coastal and water resources engineering problems. Most previous investigations have been based on the Boussinesq equation for the case of a vertical beach. In this note an analytical solution based on shallow water expansion for the spring- neap tide- induced water table fluctuations in a coastal aquifer is presented. Unlike most previous investigations, multitidal signals are considered with a sloping coastal aquifer. The new solution is verified by comparing with field observations from Ardeer, Scotland. On the basis of the analytical approximation the influences of higher- order components on water table elevation are examined first. Then, a parametric study has been performed to investigate the effects of the amplitude ratio (lambda), frequency ratio (omega), and phases (delta(1) and delta(2)) on the tide- induced water table fluctuations in a sloping sandy beach.
引用
收藏
页码:1 / 4
页数:4
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