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LITERATURE CITED 31
EXPERIMENTAL EQUIPMENT AND PROCEDURES
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0.57 as compared Amplitude assembly are presented ATTN ATTN ATTN Engineering Division Breakwater Sections Tested BULSON Calif data shown decreases for increasing different values direction of wave effect of y/d Engrg equation floating breakwaters H./l for different horizontal force exerted Hydraulics increasing values Library Maximum force maximum total horizontal model Wave Maze mooring line force movable wave rod order of one-half Plates 9 Plates l3 Plates l7 porosity Power dissipated increases presented in plate reflected waves reflection and transmission reflection coefficient respectively seen from plate sharp for H./L shoreward mooring lines show the relation shown in fig shown in plates tanh kd tire and sphere tire assembly type Tomales Bay type of breakwater U. S. Army Univ values of w/L vertical wall w/L and y/d w/L values water depth Waterways Experiment Station wave conditions wave period wave power wave propagation wave reflection wave steepness wavelength