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Wave Kinematics and Environmental Forces - Papers presented at a conference organized by the Society for Underwater Technology and held in London, U.K., March 24-25, 1993 (Hardcover, 1993 ed.)
Loot Price: R4,546
Discovery Miles 45 460
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Wave Kinematics and Environmental Forces - Papers presented at a conference organized by the Society for Underwater Technology and held in London, U.K., March 24-25, 1993 (Hardcover, 1993 ed.)
Series: Advances in Underwater Technology, Ocean Science and Offshore Engineering, 29
Expected to ship within 12 - 17 working days
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In determining the response of offshore structures, it is of utmost
importance to determine, in the most correct manner, all factors
which contribute to the total force acting on these structures.
Applying the Morison formula (Morison et. al. , 1950) to calculate
forces on offshore slender structures, uncertainties related to the
understanding of the wave climate, the hydrodynamic force
coefficients and the kinematics of ocean waves represent the most
important contributions to the uncertainties in the prediction of
the total forces on these structures (Haver and Gudmestad, 1992).
Traditional calculation of forces on offshore structures involves
the use of regular waves with the following non-linearities
inco1porated use of regular wave theories inco1porating higher
order terms use of Morison equation having a nonlinear drag term
inclusion of the effect of the free surface by integrating all
contributions to total forces and moments from the sea floor to the
free surface of the waves In order to describe the sea more
realistically, the ocean surface is to be described as an irregular
sea surface represented by its energy spectrum. The associated
decomposition of the sea surface is given as a linear sum of linear
waves. The total force is found by integrating the contribution
from all components in the wave spectrum to the free surface. The
kinematics of each component must therefore be determined.
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