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Designs for rubble-mound breakwaters, Dana Point Harbor, California
Tests were conducted on two-dimensional, 1 to 50- and 1 to 100-scale models of rubblemound breakwater sections constructed of quarrystone to obtain data for design of stable rubble-mound breakwater which will allow minimum of wave energy to pass through and over structure into protected area of marina, to obtain design data for wave absorbers on fairway side of interior mole, and to determine relation between wave transmission in 1 to 50- and 1 to 100-scale models; relation was to be used in evaluating data obtained in three-dimensional, 1 to 100-scale model of entire harbor.
Designs for rubble-mound breakwaters, Dana Point Harbor, California
Tests were conducted on two-dimensional, 1 to 50- and 1 to 100-scale models of rubblemound breakwater sections constructed of quarrystone to obtain data for design of stable rubble-mound breakwater which will allow minimum of wave energy to pass through and over structure into protected area of marina, to obtain design data for wave absorbers on fairway side of interior mole, and to determine relation between wave transmission in 1 to 50- and 1 to 100-scale models; relation was to be used in evaluating data obtained in three-dimensional, 1 to 100-scale model of entire harbor.
Designs for rubble-mound breakwaters, Dana Point Harbor, California
U S Waterways Experiment Station -- Tech Report
Dai, Y.B. (author) / Jackson, R.A. (author)
1966
48 pages
Report
English
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