financially supported by the National Natural Science Foundation of China(Grant Nos.51079082 and 40676053);the LRET through the joint centre involving University College London,Shanghai JiaoTong University and Harbin Engineering University
If the upstream boundary conditions are prescribed based on the incident wave only, the time-dependent numerical models cannot effectively simulate the wave field when the physical or spurious reflected waves become s...
supported by the National Natural Science Foundation of China (Grant Nos .51079082 and 40676053);State Key Laboratory of Ocean Engineering ( Grant Nos . GKZD010012, GP010818 and GKZD010024)
For the simulation of the nonlinear wave propagation in coastal areas with complex boundaries, a numerical model is developed in curvilinear coordinates. In the model, the Boussinesq-type equations including the dissi...
supported by the National Natural Science Foundation of China (Grant No. 40676053);the National High Technology Research and Development Program of China (863 Program, Grant No. 2006AA09A107);the Municipal Commission of Science and Technology of Shanghai (Grant No. 07DZ22027);the fund in State Key Laboratory of Ocean Engineering,Shanghai Jiao Tong University (Grant Nos. GKZD010012,GP010818)
A new type Boussinesq model is proposed and applied for wave propagation in a wave flume of uniform depth and over a submerged bar with current present or absent,respectively.Firstly,for the propagation of monochromat...
supported by the National Natural Science Foundation of China (Grant No.40676053);theNational High Technology Research and Development Program of China (863 Program,Grant No.2006AA09A107);the Science and Technology Committee of Shanghai (Grant Nos.08DZ1203005 and 07DZ22027)
On the basis of the new type Boussinesq equations (Madsen et al., 2002), a set of equations explicitly including the effects of currents on waves are derived. A numerical implementation of the present equations in o...