Parametrical and Motion Analysis of a Moored Rectangular Floating Breakwater

Author:

Elchahal Ghassan1,Younes Rafic2,Lafon Pascal1

Affiliation:

1. Institut Charles Delaunay, FRE CNRS 2848, University of Technology of Troyes, 12 Rue Marie Curie, BP 2060, 10010 Troyes, France

2. 3M Mechanical Engineering Laboratory, Lebanese University, Rafic Harriri Campus, Beirut, Lebanon

Abstract

Moored floating breakwaters with a leeward boundary, assimilating the port quay walls are described by a large number of coupled variables. This complicates their design and requires a detailed parametrical and motion analysis to assess their hydrodynamic performance. A diffraction-radiation boundary value problem is developed. It arises from the interaction of linear waves on a moored floating breakwater with a leeward boundary described by a partial reflective sidewall. The effects of the sidewall clearance, structural parameters, mooring lines stiffness, and their angle of inclination on the transmission coefficient and the dynamic motion of the floating breakwater are considered. The transmission coefficient is strongly affected by the motion itself and the allowable length change in the mooring lines.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference21 articles.

1. Floating Breakwater Design;McCartney;J. Waterway, Port, Coastal, Ocean Eng.

2. Analysis of Floating Breakwater Performance;Adee

3. Carver, R. D. , 1979, “Floating Breakwater Wave-Attenuation Tests for East Bay Marina Olympia Harbour,” U.S. Army Engineer Waterways Experiment Station, Technical Report No. HL-79-13.

4. Dynamics of Elastically Moored Floating Objects;Yamamoto;Appl. Ocean. Res.

5. Floating Breakwater Response to Wave Action;Isaacson

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