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Design of cover layers for rubble-mound breakwaters subjected to nonbreaking waves -- Hydraulic laboratory investigations
Results of tests are reported to formulate criteria design of rubble-mound breakwaters constructed of rough and smooth quarrystones, quadripods, tetrapods, hexapods, tribars, modified cubes, and truncated tetrahedrons; limit of stability of armor units forming protective cover layer was determined as function of shape of armor unit, method of placing armor unit, thickness of armor unit cover layer, wave dimensions, slope of exposed breakwater face, weight and specific weight of armor units, and specific weight of water. (18485)
Design of cover layers for rubble-mound breakwaters subjected to nonbreaking waves -- Hydraulic laboratory investigations
Results of tests are reported to formulate criteria design of rubble-mound breakwaters constructed of rough and smooth quarrystones, quadripods, tetrapods, hexapods, tribars, modified cubes, and truncated tetrahedrons; limit of stability of armor units forming protective cover layer was determined as function of shape of armor unit, method of placing armor unit, thickness of armor unit cover layer, wave dimensions, slope of exposed breakwater face, weight and specific weight of armor units, and specific weight of water. (18485)
Design of cover layers for rubble-mound breakwaters subjected to nonbreaking waves -- Hydraulic laboratory investigations
U S Waterways Experiment Station -- Tech Rep
Jackson, R.A. (Autor:in)
1968
172 pages
Report
Englisch
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Engineering Index Backfile | 1968
|Laboratory investigation of rubble-mound breakwaters
Engineering Index Backfile | 1959
|