Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Stability of proposed breakwater, Burns Waterway Harbor, Indiana
Six series of tests were conducted on 1 to 35-scale models of proposed rubbel-mound breakwater; five test series were conducted to develop stable designs for rubble-mound type breakwaters; sixth series of tests was concerned with determination of experimental shape coefficient, voids, and thickness of cover layer; stable design using armor layer consisting of two layers of random-placed limestone blocks was developed for trunk section of proposed rubble-mound breakwater based on design-wave height of 13 ft; test data for better plans indicated that, for selected prototype design wave, height of maximum transmitted wave would not be greater than about 3 ft.
Stability of proposed breakwater, Burns Waterway Harbor, Indiana
Six series of tests were conducted on 1 to 35-scale models of proposed rubbel-mound breakwater; five test series were conducted to develop stable designs for rubble-mound type breakwaters; sixth series of tests was concerned with determination of experimental shape coefficient, voids, and thickness of cover layer; stable design using armor layer consisting of two layers of random-placed limestone blocks was developed for trunk section of proposed rubble-mound breakwater based on design-wave height of 13 ft; test data for better plans indicated that, for selected prototype design wave, height of maximum transmitted wave would not be greater than about 3 ft.
Stability of proposed breakwater, Burns Waterway Harbor, Indiana
U S Waterways Experiment Station -- Tech Report
Jackson, R.A. (Autor:in)
1967
22 pages
Report
Englisch
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Reef Breakwater Wave-Attenuation and Stability Tests, Burns Waterway Harbor, Indiana
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