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STRUCTURAL DESIGNPHYSICAL FACTORS
Wave Lengths BL 2 2102
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angle approximately average basin bottom friction breaker breakwater Bretschneider calculations chart Coastal Engineering coefficient Column component computed contours Corps of Engineers cosh deep water deepwater determined Diffraction direction of wave distance dunes effects Equation estimate EXAMPLE PROBLEM feet fetch length forecasting geostrophic wind given gravity waves Harbor hindcasting hurricane Hurricane Camille inlet isobars Lake littoral littoral zone longshore transport method motion nautical miles nearshore observations obtained Ocean offshore orthogonal parameters peak surge pressure Rayleigh distribution refraction sand seaward sediment seiches shallow water shoaling shore shoreline shown in Figure significant wave height slope solitary wave storm surge surf zone Table tide tion Tsunami U.S. Army U.S. Weather Bureau velocity vertical water depth water level water particle water surface wave approach wave crest wave energy wave period wave prediction wave setup wave theory wavelength width wind setup wind speed