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The finite-difference interface formulation uses the finite difference approximation to the connection matrix.
This study uses the finite difference software, FLOW-3D, to develop a numerical model to simulate the hydrodynamic characteristics for Oscillating Water Column (OWC) caisson breakwaters.
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The design sensitivities are calculated using the finite difference method.
The model was solved numerically using the finite difference method.
The relevant equations have been solved using the finite difference method under the Matlab platform.
The resulting system of equations is solved numerically using the finite difference method.
The governing dimensionless Reynolds equation is solved by using the finite difference method.
These systems of the differential equation were solved using the finite difference method.
The proposed scheme is based on using the finite difference method.
We further validate the self-collimated effect using the finite difference time domain method.
This is solved numerically using the finite difference method with the successive over relaxation technique.
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