Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volumes 1-2American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 121
... beach filled with stones of sizes varying between 10-15 cm . The length of the beach from the far end is roughly 7 m , and is given two different slopes for the absorption of incident waves and to reduce reflection . Regular and random ...
... beach filled with stones of sizes varying between 10-15 cm . The length of the beach from the far end is roughly 7 m , and is given two different slopes for the absorption of incident waves and to reduce reflection . Regular and random ...
Page 142
... Beach Erosion . 3.Qiu , D.H. and Sun , Z.C. Uplifting Force and Moment on a Large Offshore Vertical Cylinder Resting on a Porous Elastic seabed " , Proc . of 7th Intern . Conf . on " Offshore Mechanics and Arctic Engineering , Houston ...
... Beach Erosion . 3.Qiu , D.H. and Sun , Z.C. Uplifting Force and Moment on a Large Offshore Vertical Cylinder Resting on a Porous Elastic seabed " , Proc . of 7th Intern . Conf . on " Offshore Mechanics and Arctic Engineering , Houston ...
Page 482
... beach , filled with stones of size varying between 10- 15 cm . Length of beach Beach slope : 7 m : 1 : 3 Flap type wave generator is situated at the opposite end of the beach . The wave generator has two flaps . The two flaps can be ...
... beach , filled with stones of size varying between 10- 15 cm . Length of beach Beach slope : 7 m : 1 : 3 Flap type wave generator is situated at the opposite end of the beach . The wave generator has two flaps . The two flaps can be ...
Contents
Simulation of Hurricane Seas in a Multidirectional Wave Basin | 17 |
9 | 38 |
27 | 45 |
Copyright | |
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added mass amplitude analysis array calculated results circular cylinder cosh crane ship crest damping coefficient density directional wave displacement distribution domain drag coefficient drag force dynamic effect Engineering equation estimated experimental results flow fluid force coefficients forces acting forward speed free surface Green's function heave horizontal hydrodynamic hydrodynamic forces incident wave irregular Kc number lift force linear load low-frequency matrix maximum measured method mooring line motion nonlinear obtained offshore structures oscillation parameters pile potential theory predicted pressure random ratio Rayleigh distribution regular waves response Sarpkaya second-order semisubmersible ship motions shown in Figure simulation solution spectra spectral density spectrum spreading function surge tanker transfer function vector velocity potential vertical vessel vortex vortex shedding vortices water depth wave amplitude wave component wave drift wave force wave frequency wave groups wave height wave number wave period wave power