Coastal Model Investigation: Stability Test of Modified Repair Options for San Pedro Breakwater, Los Angeles, California.
Final rept. Apr-Aug 85,
COASTAL ENGINEERING RESEARCH CENTER VICKSBURG MS
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An undistorted scale hydraulic model study was conducted to investigate the stability response of modified repair options for the San Pedro Breakwater. A plan which employs 13- to 20-ton armor stone was developed. This plan proved to be more stable than the original breakwater section for both 45- and 90-deg wave attack. Author
- Civil Engineering