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A fully-coupled (hydrodynamic and morphologic) numerical model based on the open-source computational fluid dynamics (CFD) package OpenFOAM is presented and utilized to simulate flow and morphology induced by a solitary wave on a sloping beach.
- Wave Breaking over Sloping Beaches Using a Coupled Boundary Integral-Level Set Method.
However, this can be dealt by highlighting its advantages such as white sand, sloping beaches, and the absence of dangerous biota.
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The accuracy and robustness of three selected schemes is assessed by means of convergence tests, three idealized 1D test problems with exact solutions and a 1D laboratory experiment of the breaking, runup and rundown of a solitary wave on a sloping beach.
This study employed a coupled water-air two-phase flow and saltwater transport model to analyze the behaviors of generated airflow in unsaturated zones and the fluctuations of salinity at the salt-freshwater interface in a two-layered unconfined aquifer with a sloping beach surface subjected to tidal oscillations.
A series of numerical experiments was designed comprehensively and performed then to obtain a new formulation for the envelope of the spatial distribution of the maximum momentum flux within the solitary wave run-up zone over back-reef beaches, which is different from the one used over uniformly-sloping beaches.
Compared with the situation on a gently-sloping beach, the extraordinary wave breaking induced by abrupt depth reduction over a steep fore-reef slope makes the wave height distribution on the reef flat to differ substantially.
This provides the foundation for a subsequent discussion about tsunami wave propagation and runup on a sloping beach, and in particular the role of wave dispersion for this problem.
The combined effect of various parameters such as position of the dike and shape and size of the dike has been studied, for sloping beaches.
To improve our current understanding of tsunami-like solitary waves interacting with a row of vertical slotted piles on a sloping beach, a 3D numerical wave tank based on the CFD tool OpenFOAM® was developed in this study.
I present an exact and explicit solution to the nonlinear governing equations in the equatorial f-plane, describing geophysical edge waves propagating over a plane-sloping beach, in the presence of underlying uniform currents.
Furthermore, the model and method was applied to the simulation of long wave propagation on a sloping beach.
A monochromatic, small amplitude, normally incident standing wave on a sloping beach is unstable to perturbation by subharmonic (half the frequency) edge waves.