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1V-ON-1.5H STRUCTURE SLOPE area before testing armor combinations armor units breakwater and jetty breakwater slope Carver and Wright CERC Coastal Engineering construction critical breaking wave d/L and H/d d/L and higher d/L values damage dissimilar armor dolos overlays dolosse Carver existing tribars experimental breakwater i.e. longer wave independent of sea-side investigation JETTY TRUNKS SUBJECTED kilograms Kinematic viscosity length of armor longer wave periods minimum stability coefficient minimum stability occurring observed significantly exceeds OFFICE SYMBOL ORGANIZATION REPORT NUMBER(S Overlaying dolos OVERLAYS FOR REHABILITATION overlays of existing Photo pounds mass Problem Area rehabilitate tribar-armored rubble-mound Rehabilitation REMR relative depth d/L Relative wave height Reynolds stability number Sea-side slope sea-side structure slope site-specific Specific weight stability scale effects stability test Subjected to Breaking SYMBOL If applicable test results test section tests were conducted tribar-armored rubble-mound breakwater units of measurement values of H/d Water depth wave action wave attack wave height H/d ZIP Code