A hydraulic model investigation of proposed breakwater modifications to King Harbor, Redondo Beach, California, was conducted at a geometrically undistorted scale of 1:35, model to prototype. Five breakwater cross sections were each subjected to 15 design wave and water-level conditions. Plans I through 3 consisted of variations of armor unit size on the rehabilitation sections. A transition layer of small stones was included in Plans 4 and 5 to reduce wave transmission. Data collected were displaced stones, qualitative overtopping observations, and wave transmission. Plan 5 gave the best combination of stability and reduction of wave transmission.
King Harbor, Redondo Beach, California, Breakwater Stability Study
Technical Report ; CERC-90-7
1990
7000319
Report
Electronic Resource
English
Water Wave Effects at Redondo Beach, King Harbor, California
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1987
|HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1990
|Redondo Beach King Harbor, California, Design for Wave Orotection: Coastal Model Investigation
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1990
|Redondo Beach, California, 1992-1994 Wave Data
HENRY – Federal Waterways Engineering and Research Institute (BAW) | 1996
|Creosoted Douglas fir pier completed at Redondo beach, California
Engineering Index Backfile | 1929