A numerical model is developed to study the wave propagation in the presence of a steady current flow. This model is based on Reynolds-Averaged Navier–Stokes (RANS) equations …
KD Suh, C Lee, WS Park - Coastal Engineering, 1997 - Elsevier
Two time-dependent equations for wave propagation on rapidly varying topography are developed using different theoretical approaches and are shown to be identical. The …
C Beels, P Troch, K De Visch, JP Kofoed… - Renewable energy, 2010 - Elsevier
Time-dependent mild-slope equations have been extensively used to compute wave transformations near coastal and offshore structures for more than 20 years. Recently the …
This paper presents the results of a study aimed at quantifying the time–response of harbour basins to long waves under resonance conditions. On the basis of numerical simulations …
C Beels, P Troch, G De Backer, M Vantorre… - Coastal …, 2010 - Elsevier
Several Wave Energy Converters (abbreviated as WECs) have intensively been studied and developed during the last decade and currently small farms of WECs are getting installed …
In this paper we present recent evolvements of three robust numerical models for the simulation of the evolution of wave fields and hydrodynamic circulation in gulfs and coastal …
X Liu, P Lin, S Shao - Coastal Engineering, 2015 - Elsevier
In this paper, a non-reflection internal wave maker algorithm is included in the incompressible Smoothed Particle Hydrodynamics (ISPH) model for the wave simulations. A …
Due to their capability of correctly representing wave characteristics, the number of numerical models based on Navier–Stokes equation (NSE) models has recently increased …
JS Jung, C Lee, MT Tran, YS Park - Journal of Waterway, Port …, 2023 - ascelibrary.org
In this study, rectangular and triangular bottom waver makers were developed to generate linear regular waves in a flume using both analytical solutions and extended mild-slope …