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Definition Sketch 16
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2.5 second period ASCE beach erosion bottom to center calculated Cape Hatteras Coastal Engineering cosh k(h Distance from bottom drag coefficient energy transmission coefficient erosion control fence EXPERIMENTAL O SMALL feet fence per unit gaps graphs see Figures horizontal inch/second incident wave energy incident wave height installed irregular wind length per unit Machemehl manometer model breakwaters model study monochromatic waves paddle past the fence permeable breakwaters pitot tube porosity Power Spectra Projected vertical width reduced reflection and transmission reflection coefficients rubblemound breakwater scale effect scale ratios second period wave sinh SMALL THEORETICAL Spectra of Surface Spectral Analysis Program speed stringer submerged breakwaters submergence depth Surface Wave Displacements three water depths transmitted past transmitted wave unit length velocity Virginia Beach water surface wave attenuation wave channel wave energy dissipation wave energy transmission wave period wave profile wave sensor Wave Spectral Analysis wave steepness wave transmission wavelength wind wave tests