Sizing of Toe Berm Armor Stone on Rubble-Mound Breakwater and Jetty Trunks Designed for Depth-Limited Breaking Waves
Results - cetn-iii-370002
Figure 1. Typical multilayered rubble-mound structure designed for depth-limited breaking waves with little or no overtopping
Figure 2. Stability number cubed versus relative berm depth for toe berm designed for depth-limited breaking waves whose crests approach at or near parallel to the structure
Figure 3. Stability number cubed versusdepth ratio for rubble toes and foundations for verticl structures and armor stone berms fronting rubble-mound structures
Discussion - cetn-iii-370006
References - cetn-iii-370007
cetn-iii-37
Results - cetn-iii-370002
Figure 1. Typical multilayered rubble-mound structure designed for depth-limited breaking waves with little or no overtopping
Figure 2. Stability number cubed versus relative berm depth for toe berm designed for depth-limited breaking waves whose crests approach at or near parallel to the structure
Figure 3. Stability number cubed versusdepth ratio for rubble toes and foundations for verticl structures and armor stone berms fronting rubble-mound structures
Discussion - cetn-iii-370006
References - cetn-iii-370007
cetn-iii-37
