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UPERCARRIERS VERSUS U S HARBOR DIMENSIONS8
OIL BOOMS IN TIDAL CURRENTS
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acceleration American Society apron ASCE barge barrier bottom panels breakwater buoyancy buoyancy tank Civil Engineers Coastal Engineering Division coefficient computed cross section curve cylinder damage developed dikes dimensionless displacement dominant waves drag coefficient effect elevation Engrg experimental flow Fluid Mechanics flume friction Froude number Gravity Waves Harbors and Coastal hydraulic incident wave laboratory linear load Loire River Mathieu functions mechanism method Missouri River model tests navigation channel nonlinear obtained ocean waves offshore operation paper parameter phase velocity pile plate pressure prestressed concrete problem Proc prototype ratio reach River Hooghly Saint-Laurent-des-Eaux ship shoreward face shown in Fig significant wave height sills sinkage slope Society of Civil solution span spectrum speed structure tidal tide transportation tug and barge U.S. Army values vertical vessels wall water depth water surface Water Waves Waterways wave energy width wind velocity writer zero