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Journal ArticleDOI

Hydrodynamics of a Concentric Twin Perforated Circular Cylinder System

TLDR
In this article, a perforated circular cylinder (0.50 m diameter) encircling an impermeable cylinder ( 0.05m diameter) at a constant water depth of 0.7 m for both regular and random waves in the wave flume at the Department of Ocean Engineering, Indian Institute of Technology, Madras, India.
Abstract
An experimental investigations was carried out on a perforated circular cylinder ( 0.50 m diameter) encircling an impermeable cylinder ( 0.05 m diameter) at a constant water depth of 0.7 m for both regular and random waves in the wave flume at the Department of Ocean Engineering, Indian Institute of Technology, Madras, India. The porosity of the outer cylinder was varied from 4.54 to 19.15% to study the influence of porosity on wave forces on and water surface fluctuations in and around the twin cylinder system. A numerical method is developed based on the boundary integral equation method along with a porous body boundary condition, where the porosity is modeled using the resistance coefficient f and added mass coefficient Ca for regular waves. The resistance coefficient increases with the increase in porosity and wave heights except for a porosity of 4.54%, whereas the added mass coefficient is almost zero. Porosity in the range of 10–15% can be recommended for the perforated cylinder based on the exper...

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Journal ArticleDOI

Short-crested waves interaction with a concentric cylindrical structure with double-layered perforated walls

TL;DR: In this paper, the authors extended the semi-analytical scaled boundary finite element method to deal with the short-crested waves interaction with a surface-piercing concentric cylindrical structure, which consists of a solid inner cylinder and a coaxial double-layered perforated wall.
Book

Dynamic Analysis and Design of Offshore Structures

TL;DR: The newly evolved structural forms and their discrete characteristics are discussed in this chapter and gives the reader a good understanding about the structural action of different forms in the offshore.
Journal ArticleDOI

Hydroelastic analysis of surface wave interaction with concentric porous and flexible cylinder systems

TL;DR: In this paper, the effects of porosity and flexibility of the outer cylinder, in attenuating the hydrodynamic forces and dynamic overturning moments, are analyzed for various cylinder configurations and wave characteristics.
Journal ArticleDOI

Numerical modelling of wave interaction with a concentric cylindrical system with an arc-shaped porous outer cylinder

TL;DR: In this paper, the scaled boundary finite element method (SBFEM) is extended to deal with the short-crested wave interaction with a concentric cylindrical system, where the inner cylinder is solid, while the arc-shaped outer cylinder is thin in thickness and porous to protect the interior cylinder.
Journal ArticleDOI

Scaled boundary FEM solution of short-crested wave interaction with a concentric structure with double-layer arc-shaped perforated cylinders

TL;DR: In this article, a scaled boundary finite element method (SBFEM) was proposed for the solution of short-crested wave interaction with a concentric structure with double-layer arc-shaped perforated cylinders.
References
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Wave forces on piles: a diffraction theory

R. C. MacCamy, +1 more
TL;DR: In this paper, a quantitative understanding of the forces developed by wave action against circular piling is presented, where the authors focus on the effect of wave action on circular piling and show that wave action is a powerful force against piling.
Journal ArticleDOI

Wave transmission through permeable breakwaters

TL;DR: 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.
Journal ArticleDOI

Diffraction of Water Waves by Porous Breakwaters

TL;DR: In this article, the authors derived a relation for the fluid motion through thin porous structures in addition to the conventional governing equation and boundary conditions for small-amplitude waves in ideal fluids.
Journal ArticleDOI

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.
Journal ArticleDOI

Wave Interactions with Vertical Slotted Barrier

TL;DR: In this article, the authors presented a numerical model of wave interactions with a thin vertical slotted barrier extending from the water surface to some distance above the seabed, and described laboratory tests undertaken to assess the numerical model.
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