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Coastal Model Investigation: Stability Test of Modified Repair Options for San Pedro Breakwater, Los Angeles, California
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)
Coastal Model Investigation: Stability Test of Modified Repair Options for San Pedro Breakwater, Los Angeles, California
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)
Coastal Model Investigation: Stability Test of Modified Repair Options for San Pedro Breakwater, Los Angeles, California
R. C. Baumgartner (author) / R. D. Carver (author) / D. D. Davidson (author) / C. R. Herrington (author)
1986
66 pages
Report
No indication
English
Breakwater rehabilitation study, Crescent City Harbor, California : Coastal model investigation
UB Braunschweig | 1985
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