Numerical simulation of nonlinear wave over permeable submerged breakwater

American Society of Mechanical Engineers, Fluids Engineering Division (Publication) FED

Volumn 238, Issue , 1996, Pages 391-396

  Sakakiyama, Tsutomu ^a  

^a CENTRAL RESEARCH INSTITUTE OF ELECTRIC POWER INDUSTRY   (Japan)

Author keywords

[No Author keywords available]

Indexed keywords

BOUNDARY CONDITIONS; BREAKWATERS; COMPUTER SIMULATION; DENSITY OF LIQUIDS; DRAG; MATHEMATICAL MODELS; MECHANICAL PERMEABILITY; POROSITY; PRESSURE;

INERTIA; NONLINEAR WAVE MOTIONS;

WATER WAVES;

EID: 0030349012     PISSN: 08888116     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Article

References (5)

1. Chan,R.K.C. and R.L.Street(1970): A computer study of finite-amplitude water waves, J. Computational Physics, 6, pp.68-94.
2. Isobe,M., H.Nishimura and K.Horikawa(1978): Expressions of perturbation solutions for conservative waves by using wave height, Proc. 33rd Annu. Conf. of JSCE, II, pp.760-761(in Japanese).
3. Sakakiyama,T. and R.Kajima(1992): Numerical simulation of nonlinear wave interacting with permeable breakwaters, Proc. 23rd Int. Conf. Coastal Engrg., ASCE, Vol.2, pp1517-1530.
4. Sakakiyama,T.(1996): Scale effects in experiments on interaction of waves with permeable breakwaters, doctoral dissertation, the University of Tokyo, 192p.
5. Welch, J.E., F.H. Harlow, J.P. Shannon and B.J.Daly (1966):The MAC method. A computing technique for solving viscous, incompressible, transient fluid-flow problems involving free surfaces, Los Alamos Scientific Laboratory of the University of California, Report LA-3425, 145p.