1974 Floating Breakwaters Conference papers: from the Floating Breakwaters Conference held in Newport, Rhode Island, April 23-25, 1974, and co-sponsored by the University of Rhode Island and the University of Washington
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Floating Breakwaters State of the
Theoretical Analysis of Floating Breakwater Performance
The Effect of Surge Heave and Pitch on the Performance of a Floating Breakwater
11 other sections not shown
analysis anchor line approximately attenuation beach breakwater structure buoy Buoyant Civil Engineering components concrete configuration construction curve deep water effective energy dissipation equation experimental feet floating breakwater foam frequency harbor heave horizontal hydraulic breakwater incident wave input installation Laboratory length linear load Marine measured module mooring forces mooring line offset performance piles pitch pneumatic breakwater Port Hueneme protection ratio reduction relative Research Rhode Island scrap tires Seabreaker shown in Figure significant wave Sitka spectra spectrum steel Stokes Bay strapping structure surge sway Tenakee Tenakee Springs tests tethered float theoretical thickness transmission coefficient transmitted wave U.S. Army unit University of Washington vane model velocity vertical water depth water surface wave attenuation wave barrier wave energy wave height wave period wave reflection wave staffs wave tank wave transmission wavelength wind