![]() ![]() “Rigid Body Motion of a Floating Breakwater: Seakeeping Predictions and Field Measurements,” Water Resources Series, Technical Report No. “Floating Breakwater Design,” ASCE Journal of Waterways, Port, Coastal and Ocean Engineering, Vol. “Fluid Mechanics Experimental Study of the Effects of the Passage of a Wave Beneath an Obstacle,” Proceedings of the Academic des Sciences, Paris, France, February. “The Mean Forces Exerted by Waves on Floating or Submerged Bodies with Applications to Sand Bars and Wave Power Machines,” Proceedings Royal Society of London, A. 2, Docks and Harbours, The Institution of Civil Engineers, London, England. “The Bombardon Floating Breakwater,” The Civil Engineer in War, Vol. “An Approximate Theory of Floating Breakwaters,” Report of the Port and Harbor Research Institute, Ministry of Transport, Japan, Vol. “Advanced Dynamics of Marine Structures,” John Wiley & Sons, New York. “Dynamic Analysis of Floating Breakwater Mooring Systems,” 22nd Coastal Engineering Conference, Delft, The Netherlands. Army Coastal Engineering Research Center, CE, Fort Belvior, Virginia, October. “Floating Breakwater: State-of- the-Art, Literature Review,” TR 81-1, U.S. “Random Seas and Design of Maritime Structures,” University of Tokyo Press. “Proceedings of the Conference on Concrete Ships and Floating Structures,” Berkeley, California. “Analysis of the Resistance Increase in Waves of a Fast Cargo Ship,” International Ship Building Progress, Vol. “A Finite Element Program for Dynamic Response of Continuous Floating Structures in Short-Crested Waves,” International Conference on Finite Element Modeling, Shanghai, China. “Design of Marine Faculties for Berthing, Mooring and Repair of Vessels,” Van Nostrand-Reinhold, New York. “Floating Breakwaters for Small Craft Facilities,” Civil Engineering Practice, Journal of the Boston Society of Civil Engineers Section/ASCE, Vol. “Oscillation of Cylinders in or Below the Free Surface of Deep Fluids,” Naval Ship Research and Development Center Report, 2375, Washington, DC. “Testing and Analysis of a Floating Breakwater,” Masters Thesis, Structural and Geotechnical Engineering and Mechanics Program, Department of Civil Engineering, University of Washington, Seattle, Washington, 1967.įrank, W., 1967. ![]() “Water Wave Mechanics for Engineers and Scientists,” Prentice-Hall, Englewood Cliffs, New Jersey.Įngland, G. Army Engineer Waterways Experiment Station, CE, Vicksburg, Mississippi, April.ĭean, R. “Wave Transmission and Mooring Force Tests on Floating Breakwater, Oak Harbor, Washington Hydraulic Model Investigation,” Technical Report HL-71-3, U.S. Army Engineer Waterways Experiment Station, CE, Vicksburg, Mississippi, July.ĭavidson, D. “Floating Breakwater Wave-Attenuation Tests for East Bay Marina, Olympia Harbor, Washington Hydraulic Model Investigation,” Technical Report HL-79-13, U.S. “Mobile Breakwaters,” Proceedings of the Second Conference on Coastal Engineering, Berkeley, California, pp. “Ocean Wave Simulation for Engineering Design,” ASCE WWH, November.Ĭarr, J. Army Corps of Engineers Coastal Engineering Research Center.īorgman, L. “Evaluation of Numerical Models for a Floating Breakwater,” Report to U.S. Theoretical Analysis of Floating Breakwater Performance, Proceedings of the Floating Breakwater Conference, University of Rhode Island, Kingston, Rhode Island, pp. “Analysis of Floating Breakwater Mooring Forces,” Ocean Engineering Mechanics, Vol. This process is experimental and the keywords may be updated as the learning algorithm improves.Īdee, B. These keywords were added by machine and not by the authors. The breakwaters were constructed in two lines, roughly 244 m apart, to obtain the desired wave height reduction. The breakwater units were constructed in 61-m lengths and placed with a 15.2-m longitudinal gap between each unit. (1948), consisted of a steel structure in the shape of a Maltese Cross with a 7.6 m beam, a 5.8 m draft, and a total height of 7.6 m. The “Bombardon” floating break-water, which is discussed in detail in Lochner et al. These floating structures were elements in two artificial “Mulberry” harbors constructed along the coast of France for the D-Day invasion in June 1944. '(f) ,_ ABSTRACT: i>/lf tjt (f f ',!M.The engineering and subsequent construction of the “Bombardon” floating break-waters was an important episode in the historical development of floating break-water technology. For personal use only all rights reserved. ASCE Downloaded from by University of Leeds on 08/12/13. FLOATING BREAKWATER DESIGN By Bruce L.fMcCartney,1 M. ![]()
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