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26-ft waves angle of repose breakwater crown breakwater head section BREAKWATER REPAIRS breakwater section breakwater slope breakwater toe class A stones concrete cap cyclopean concrete dragon teeth ELEMENTS OF TEST FEET MLLW ELEMENTS FEET MLLWT head section constructed Kauai l0 ft mllw l5 ft l6 sec l7 ft layers of tribars layers tribars placed MLLWT ELEMENTS model study model tests modified at breakwater modified test Plan II test plan is considered Plan V modified protective cover layer R. Y. Hudson Rubble-Mound Breakwaters seaside slope sec by 26 sec by l7 section before wave section for test shown in plate shows an end shows the elements stability still-water level structed test 22 test 3l TEST SECTION PLAN test waves tetrapod cover layer TOE OF BREAKWATER tribar armor units tribars placed pell-mell U. S. Army Engineer water depth WATER LEVEL Waterways Experiment Station wave action wave machine