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A new analytical expression for calculating the wave force on a composite bucket foundation is obtained.
A method of calculating the wave field of horizontally layered soils is presented.
A method for calculating the wave celerity for any fully nonlinear model as a function of water particle velocity and surface elevation is also given.
Hsu, Wen-Kai Weng, Swun-Kwang Wang, and Shan-Hwei Ou (Coastal Engineering, 53, 865 877, 2006), the authors derived theoretical formulations for calculating the wave setup and setdown induced by obliquely incident waves on a beach.
The proposed new method has been applied for calculating the wave trough depths exceedance probabilities of two sea states, one with the surface elevation data measured at the coast of Yura in the Japan Sea, and another one with the surface elevation data measured at the North Sea.
The proposed new approach has been first applied for calculating the wave crest height exceedance probabilities of sea states with standard JONSWAP spectra corresponding to different water depths, and the calculation results have been favorably validated against Monte Carlo simulation results.
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The paper first introduces the formulation of the second-order wave radiation-diffraction solver, designed for calculating the wave-floater interaction.
A numerical model of boundary discretization type was developed to calculate the wave field.
We not only found the capillary wave in this model, but also calculated the wave velocity to be of the order of 100 m/s.
This allowed them to calculate the wave height and length, as well as the current speed, that would have been required to move the rocks.
In this article, an improved method to calculate the wave kinematics especially in the crest region is presented.
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Justyna Jupowicz-Kozak
CEO of Professional Science Editing for Scientists @ prosciediting.com