Modelling gravel beach dynamics with XBeach: Fid-Bau Portal

Modelling gravel beach dynamics with XBeach

Jamal, M.H. / Simmonds, D.J. / Magar, V.

Abstract Numerical cross-shore profile evolution models have been good at predicting beach erosion during storm conditions, but have difficulty in predicting the accretion of the beach during calm periods. This paper describes the progress made in modifying and applying the public domain XBeach code to the prediction and explanation of the observed behaviour of coarse-grained beaches in the laboratory and the field under accretive conditions. The paper outlines in details the changes made to the original code (version 12), including the introduction of a new morphological module based upon Soulsby's sediment transport equation for waves and currents, and the incorporation of Packwood's infiltration approach in the unsaturated area of the swash region. The competence of this modified model during calm conditions for describing the steepening of the profile, and the growth of the beach berm is demonstrated. Preliminary results on the behaviour of the beach subject to both waves and tides are presented. Good agreement is found between the model simulations and large-scale laboratory measurements, as well as field observations from a composite beach in the UK. The reasons for the model's capabilities are discussed.

Highlights • Infiltration process is important in predicting gravel beach changes. • Berm profile on gravel beach was obtained using modified XBeach model. • Incorporation of Soulsby's transport equation and Packwood's infiltration approach. • Good agreement obtained between model simulation and laboratory measurements. • Good agreement obtained between model simulation and field observation.