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Wave transmission through permeable breakwaters

Charles K. Sollitt, +1 more
- Vol. 1, Iss: 13, pp 99-99
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TLDR
In this article, an approximate solution to conventional rubble mound breakwater designs is formulated in terms of an equivalent rectangular breakwater with an additional consideration for wave breaking, and experimental and theoretical results are compared and evaluated.
Abstract
A theory is derived to predict ocean wave reflection and transmission at a permeable breakwater of rectangular cross section. The theory solves for a damped wave component within the breakwater and matches boundary conditions at the windward and leeward breakwater faces to predict the reflected and transmitted wave components. An approximate solution to conventional rubble mound breakwater designs is formulated in terms of an equivalent rectangular breakwater with an additional consideration for wave breaking. Experimental and theoretical results are compared and evaluated.

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Citations
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Numerical Modeling of Wave Interaction with Porous Structures

TL;DR: In this paper, a numerical model for simulating wave interaction with porous structures is presented, which calculates the mean flow outside of porous structures based on the Reynolds averaged Navier-S...
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Reflection and transmission from porous structures under oblique wave attack

TL;DR: The linear theory for water waves impinging obliquely on a vertically sided porous structure is examined in this article, where the reflection and transmission coefficients are significantly altered and they are calculated using a plane-wave assumption.
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Finite element modeling of net panels using a consistent net element

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On the one-dimensional steady and unsteady porous flow equations

TL;DR: In this article, the Navier-Stokes equation is applied as a basis for the derivations of porosity in coarse granular media with special concern given to the variation of the flow resistance with the porosity.
Journal ArticleDOI

3-D non-breaking regular wave interaction with submerged breakwaters

TL;DR: In this article, the transformation and interaction of regular wave trains with submerged permeable structures is modeled using an eigenfunction expansion 3D model and a 2D model based on a mild-slope equation for porous media to account for breakwater slope.
References
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Journal ArticleDOI

Turbulent Flow in Porous Media

TL;DR: In this paper, an equation applicable for both laminar and turbulent flow in porous media has been developed and experimentally verified, which expresses the pressure drop per unit length as a function of the absolute viscosity and mass density of the fluid and the macroscopic velocity.
Book

Wave reflection and transmission at permeable breakwaters

TL;DR: In this paper, three breakwater configurations are considered: (1) crib style breakwaters with vertical walls and homogeneous fill, (2) conventional trapezoidal shape breakwater with layered fill, and (3) pile array breakwaters composed of vertical piles placed in symmetric patterns.

Wave transmission by overtopping

TL;DR: In this paper, the authors present a theory for ocean wave transmission past breakwaters by overtopping, based on an evaluation of the energy content of the over-topping water.
Journal ArticleDOI

Wave Transmission by Overtopping

TL;DR: In this paper, a semi-empirical theory for ocean wave transmission past breakwaters by overtopping, based on an evaluation of the energy content of the over-topping water, is presented.
MonographDOI

Field study of wave transmission through a rubble-mound breakwater

TL;DR: In this article, the wave characteristics at Monterey Breakwater were studied by analyzing synchronized wave records of three underwater sensors judiciously placed, two to seaward and one to landward of the breakwater.
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