Water-wave induced groundwater pressure and flow in variable bathymetry regions and sandy beaches by an enhanced coupled-mode model

• Published in: Ocean engineering Vol. 47; pp. 104 - 118
• Main Author: Belibassakis, Kostas A.
• Format: Journal Article
• Language: English
• Published: Kidlington Elsevier Ltd 01-06-2012; Elsevier
• Subjects: Applied sciences; Beaches; Buildings. Public works; Coastal; Coupled modes; Curvature; Exact sciences and technology; Geotechnics; Groundwater; Hydraulic constructions; Joining; Marine; Mathematical analysis; Mathematical models; Permeable bed; Porous flow; Port facilities and coastal structures. Lighthouses and beacons; Sea beds; Soil investigations. Testing; Variable bathymetry; Water waves; Water waves; Coupled modes; Porous flow; Permeable bed; Variable bathymetry; Water pressure; Sand; Wave effect; Bathymetry; Wave interaction; Water flow; Beaches; Coupled mode theory; Modeling; Coastal zone; Marine environment; Formulation; Numerical simulation; Permeable soil; Seawater; Ground water
• ISSN: 0029-8018; 1873-5258
• DOI: 10.1016/j.oceaneng.2012.03.015

An enhanced coupled-mode system is developed for modelling wave-induced pressure and groundwater flow in variable bathymetry coastal regions, in the layer under the permeable seabed. The sea bottom is assumed of general shape, characterised by sloping parts and undulations, without restrictions concerning mildness of bottom slope and curvature. The present model is based on a simplified version of the storage and momentum equations, corresponding to large values of stiffness ratio of the porous medium, permitting prediction of wave-induced groundwater pressure and flow in the case when the elastic motion of the seabed is very small and could be approximately neglected. The representation of the wave pressure field is based on a local-mode series expansion in the water column and the porous medium, consisted of propagating and evanescent modes, and defined by formulating and solving vertical eigenvalue problems at each local horizontal position. The latter series is enhanced by appropriate terms (the sloping-interface mode) enabling consistent satisfaction of the interface conditions at the seabed and providing fast convergence. Numerical results are presented and compared against predictions by other methods and measured data, illustrating the applicability of the present model to variable bathymetry coastal regions and sandy beaches.
► Water wave propagation in general bathymetry coastal regions. ► Interaction with porous flow in the layer under the permeable seabed. ► Derivation of enhanced coupled-mode system for small elastic seabed motion. ► Wave-induced groundwater pressure and flow prediction. ► Keeping only the propagating mode the system reduces to enhanced mild-slope model.