Numerical modelling of tide-induced beach water table fluctuations

• Published in: Coastal engineering (Amsterdam) Vol. 30; no. 1; pp. 105 - 123
• Main Authors: Li, L., Barry, D.A., Pattiaratchi, C.B.
• Format: Journal Article
• Language: English
• Published: Elsevier B.V 01.03.1997
• Subjects: Beach groundwater table; Boundary element; Cross-shore sediment transport; Seepage face dynamics; Tide; Tide; Cross-shore sediment transport; Boundary element; Beach groundwater table; Seepage face dynamics
• ISSN: 0378-3839; 1872-7379
• DOI: 10.1016/S0378-3839(96)00038-5

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.