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ATTN 1 ATTN ATTN Engineering Division base test Based on model bathymetry breakwater installed Calif California Crescent City Harbor deepwater wave Division 1 ATTN Duration of Wave existing outer breakwater Flat Rock Gage Gage ft Gage Gage Gage Gage locations Gage max height groupings include hindcast Hydraulic Model include the lower inner breakwater inner harbor basin Library 1 ATTN Locat ions,t hr/yr maximum wave heights model wave reduction mooring conditions navigation and mooring oscillograph outer harbor overtopping period groupings photographs plan 6A plan 9 presented in table protection prototype wave data reduction coefficients applied refraction Round Rock sand barrier sec sec sec Shallow7Water Test shown in plate structure Test Directions Combined test waves tests of plan U. S. Army Engineer Univ upper values Waterways Experiment Station wave approach wave data presented Wave Estimated Duration Wave height groupings wave height tests wave periods wave reduction coefficients Whaler Island