Numerical experiments of breaking waves on dissipative and intermediate beaches using a two-phase flow method

A fully coupled two-phase flow model was developed to simulate nearshore fluid-sediment turbulent flow. It includes the Reynolds-Averaged Navier-Stokes equations and turbu¬lent stress closures for each phase, and accounts for inter-granular stresses. It was used to simulate wave breaking and the ensuing hydrodynamic and sediment transport processes in the surf/swash zones. Spilling and plunging breakers occur on dissipative and intermediate beaches, re-spectively. The impact of these wave/beach types on nearshore zone hydrodynamics and beach morphology was determined. The numerical results show that the turbulent kinetic energy, sediment concen¬trations and transport rate are greater on intermediate than on dissipative beaches. The results are consistent with existing physical understanding, suggesting that the two-phase flow model is suitable for the simulation of mixed water-sediment flows in the nearshore. The model has potential as a useful tool for investigating interactions between nearshore hydrodynamics and beach morphology.

Published in:
Symposium on Two-phase Modelling for Sediment Dynamics in Geophysical Flows
Presented at:
Symposium on Two-phase Modelling for Sediment Dynamics in Geophysical Flows, Chatou, Paris, France, April 26—28, 2011

 Record created 2011-05-16, last modified 2018-09-13

Rate this document:

Rate this document:
(Not yet reviewed)