Numerical modelling of tide-induced beach water table fluctuations

被引:107
作者
Li, L
Barry, DA
Pattiaratchi, CB
机构
[1] Department of Environmental Engineering, University of Western Australia, Nedlands
关键词
beach groundwater table; seepage face dynamics; boundary element; tide; cross-shore sediment transport;
D O I
10.1016/S0378-3839(96)00038-5
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Field studies have shown that the elevation of the beach groundwater table varies with the tide and such variations affect significantly beach erosion or accretion. In this paper, we present a BEM (Boundary Element Method) model for simulating the tidal fluctuation of the beach groundwater table. The model solves the two-dimensional flow equation subject to free and moving boundary conditions, including the seepage dynamics at the beach face. The simulated seepage faces were found to agree with the predictions of a simple model (Turner, 1993). The advantage of the present model is, however, that it can be used with little modification to simulate more complicated cases, e.g., surface recharge from rainfall and drainage in the aquifer may be included (the latter is related to beach dewatering technique). The model also simulated well the field data of Nielsen (1990). In particular, the model replicated three distinct features of local water table fluctuations: steep rising phase versus flat falling phase, amplitude attenuation and phase lagging.
引用
收藏
页码:105 / 123
页数:19
相关论文
共 21 条
[1]  
Aseervatham A. M., 1993, P 11 AUSTR C COAST O
[2]  
BARRY DA, 1996, MIXING PROCESSES EST
[3]  
Bear J., 1972, DYNAMICS FLUIDS PORO
[4]  
Brebbia CA., 1984, BOUNDARY ELEMENT TEC, DOI DOI 10.1007/978-3-642-48860-3
[5]  
DAGAN G, 1967, Q J MECH APPL MATH, V20, P517
[6]  
DRACOS T, 1963, 57 SWISS FED TECHN L
[8]  
Ericksen N. J., 1970, EARTH SCI J, V4, P24
[9]   GROUNDWATER FLOW IN A SANDY TIDAL BEACH .2. 2-DIMENSIONAL FINITE ELEMENT ANALYSIS [J].
FANG, CS ;
HARRISON, W .
WATER RESOURCES RESEARCH, 1972, 8 (01) :121-&
[10]  
GRANT US, 1948, J MAR RES, V7, P655