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American beachgrass Army Engineer Waterways berm bottom breaker height breaking wave breakwater calculated Carolina channel Coastal Engineering Coastal Engineering Research coefficient cubic meters cubic yards deepwater wave design wave height determined downdrift dredge dune Engineer Waterways Experiment Engineering Research Center equation EXAMPLE PROBLEM geotextile given harbor horizontal Hydraulic dredge impermeable Inlet irregular waves jetty kg/ha kilonewtons kN/m Lake Worth Inlet lb/ft lift force littoral littoral drift longshore transport Masonboro Inlet material maximum nearshore slope nonbreaking waves offshore percent period ratio pressure primary cover layer protection quarrystone revetment riprap rubble structure rubble-mound breakwater Sand bypassing sand fence scour sea oats seaward shore significant wave height stability stone structure slope tetrapod tidal tide tribars U.S. Army Engineer underlayer unit weight values velocity Vicksburg water depth water level Waterways Experiment Station wave action wave conditions wave forces wave runup wave transmission wavelength width wind
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