Jian, W and Liang, D and Shao, S (2011) Simulation of solitary wave impact on coastal structures using weakly compressible and incompressible SPH methods. Proceedings of the International Offshore and Polar Engineering Conference. pp. 711-717. ISSN 1098-6189Full text not available from this repository.
In this paper, we engage a Lagrangian, particle-based CFD method, named Smoothed Particle Hydrodynamic (SPH) to study the solitary wave motion and its impact on coastal structures. Two-dimensional weakly compressible and incompressible SPH models were applied to simulate wave impacting on seawall and schematic coastal house. The results confirmed the accuracy of both models for predicting the wave surface profiles. The incompressible SPH model performed better in predicting the pressure field and impact loadings on coastal structures than the weakly compressible SPH model. The results are in qualitatively agreement with experimental results. Copyright © 2011 by the International Society of Offshore and Polar Engineers (ISOPE).
|Uncontrolled Keywords:||Free surface Incompressible SPH Wave impact Weakly-compressible SPH|
|Divisions:||Div A > Fluid Mechanics|
|Depositing User:||Cron Job|
|Date Deposited:||07 Mar 2014 12:44|
|Last Modified:||27 Nov 2014 19:19|