A method to determine the incident wave boundary conditions and its application
暂无分享,去创建一个
[1] Tai-Wen Hsu,et al. Numerical Wave Flume with Improved Smoothed Particle Hydrodynamics , 2010 .
[2] Zheng Jin-hai. Numerical Simulation of Spatial Lag Between Wave Breaking Point and Location of Maximum Wave-Induced Current , 2009 .
[3] James L. Martin,et al. Hydrodynamics and Transport for Water Quality Modeling , 1998 .
[4] A. M. Davies,et al. Review of Recent Developments in Tidal Hydrodynamic Modeling. I: Spectral Models , 1997 .
[5] Lu Yong-jun. A 2D Mathematical Model for Sediment Transport by Waves and Tidal Currents , 2005 .
[6] Kwok-wing Chau,et al. A review on integration of artificial intelligence into water quality modelling. , 2006, Marine pollution bulletin.
[7] Zhang Chi,et al. Evaluation of Diffraction Predictability in Two Phase Averaged Wave Models , 2010 .
[8] Hajime Mase,et al. Implementation and Evaluation of Alternative Wave Breaking Formulas in a Coastal Spectral Wave Model , 2008 .