Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 9American Society of Mechanical Engineers, 1990 - Arctic regions |
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Page 109
... equation is valid and reads : ( 7 ) 2 2 Р gz + 몸 + 글 ( 10 ) ( 0 ) ) + = 0 at ( 8 ) By introducing the pressure p * above the hydrostatic pressure , the Bernoulli equation is written as : + 2 1 = - - + at 2 ) ( 9 ) By differentiating ...
... equation is valid and reads : ( 7 ) 2 2 Р gz + 몸 + 글 ( 10 ) ( 0 ) ) + = 0 at ( 8 ) By introducing the pressure p * above the hydrostatic pressure , the Bernoulli equation is written as : + 2 1 = - - + at 2 ) ( 9 ) By differentiating ...
Page 110
... equation can be written : a ( £ + ▽ _ ) a = - + VA ( VE + Va ) dt Equation 21 can also be written as : ( 21 ) P P ( 27 ) Eq . ( 27 ) is identical to the equations ( 10 ) and ( 11 ) found using the potential flow theory and the Bernoulli ...
... equation can be written : a ( £ + ▽ _ ) a = - + VA ( VE + Va ) dt Equation 21 can also be written as : ( 21 ) P P ( 27 ) Eq . ( 27 ) is identical to the equations ( 10 ) and ( 11 ) found using the potential flow theory and the Bernoulli ...
Page 241
... equation 5 into equation 2 , then multiply ( 1 ) = sin ( TM 72 ) , m = 1 , 2 , ... , ∞ to both sides of the dynamic equation , integrate over I = 0 to 1 = L , use orthogonality conditions , the resulting normal coordinate dynamic ...
... equation 5 into equation 2 , then multiply ( 1 ) = sin ( TM 72 ) , m = 1 , 2 , ... , ∞ to both sides of the dynamic equation , integrate over I = 0 to 1 = L , use orthogonality conditions , the resulting normal coordinate dynamic ...
Contents
OCEAN WAVES | 1 |
OFFSHORE TECHNOLOGY PART A | 17 |
Application of Optical Techniques to Water Surface Measurement | 27 |
Copyright | |
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added mass amplitude analysis calculated circular cylinder computed cosh damping coefficient damping factor density diffraction directional wave domain drag coefficient drag force drift force dynamic effect Engineering equation estimated experimental fluid force coefficients forces acting forward speed free surface heave horizontal hydrodynamic hydrodynamic forces incident wave inertia coefficients inline force integral irregular JONSWAP Kc number lift force linear load low-frequency low-frequency oscillation maximum measured method Moire Topography motion nonlinear obtained offshore structures parameters peak pile predicted quadratic rad/sec radiation condition ratio regular waves response resultant force Reynolds number Sarpkaya second-order semisubmersible shown in Figure simulation solution spectral density spectrum surface elevation surge swing tanker transfer function transverse force velocity potential viscous vortex shedding vortices water depth wave amplitude wave direction wave drift damping wave excitation wave force wave frequency wave height wave number wave period wave power