Floating Membrane Breakwater

Author:

Williams A. N.1

Affiliation:

1. Department of Civil and Environmental Engineering, Cullen College of Engineering, University of Houston, Houston, TX 77204-4791

Abstract

Abstract The hydrodynamic properties of a flexible floating breakwater consisting of a membrane structure attached to a small float restrained by moorings are investigated theoretically. The tension in the membrane is achieved by hanging a clump weight from its lower end. The fluid motion is idealized as linearized, two-dimensional potential flow and the equation of motion of the breakwater is taken to be that of a one-dimensional membrane of uniform mass per unit length subjected to a constant axial force. The boundary integral equation method is applied to the fluid domain, and the dynamic behavior of the breakwater is also described through an appropriate Green function. Numerical results are presented which illustrate the effects of the various wave and structural parameters on the efficiency of the breakwater as a barrier to wave action. It is found that the wave reflection properties of the structure depend strongly on the membrane length, the magnitude of the clump weight, and the mooring line stiffness, while the membrane weight and excess buoyancy of the system are of lesser importance.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference8 articles.

1. Aoki, S., Liu, H., and Sawaragi, T., 1994, “Wave Transformation and Wave Forces on Submerged Vertical Membrane,” International Symposium on Waves: Physical and Numerical Modelling, Vancouver, Canada, pp. 1287–1296.

2. Clough, R. W., and Penzien, J., 1975, Dynamics of Structures, McGraw-Hill, Inc., New York, NY.

3. Dean, R. G., and Dalrymple, R. A., 1984, Water Wave Mechanics for Scientists and Engineers, Prentice-Hall, Englewood Cliffs, NJ.

4. Sawaragi, T., Aoki, S., and Yasui, A., 1989, “Tensions on Silt Curtains and Currents in Waves,” Eighth International Conference on Offshore Mechanics and Arctic Engineering, The Hague, Holland, pp. 13–21.

5. Thompson, G. O., Sollitt, C. K., McDougal, W. G., and Bender, W. R., 1992, “Flexible Membrane Wave Barrier,” Proceedings, Civil Engineering in the Oceans Conference V,, College Station, TX, pp. 129–148.

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