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angle of wave appreciable overtopping Armor Unit Method armor unit weight armor units placed armor units required breakwater crown breakwater slope breakwaters and jetties composed of quarrystone concrete armor units cover layers composed Crescent City design cover layers empirical formula equation full-scale structures Hexapod Pell-mell individual armor units Iribarren formula lifted and rolled Method of Placing Modified cube Pell-mell Morro Bay number of armor overtopping waves PLATE porosity primary cover layer prototype data quarrystone armor units relatively deep water Rough quarrystone Pell-mell rubble-mound breakwaters second underlayer secondary cover layer selected design wave situated in relatively small-scale tests Smooth quarrystone Pell-mell special shape specific weight stability of rubble-mound stones of weight tetrahedron Tetrapod Pell-mell thickness Tribar Pell-mell Tribar Uniform types of armor units placed pell-mell units tested water depths Waterways Experiment Station wave action wave approach wave height wave runup weight of armor