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.


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    Title :

    King Harbor, Redondo Beach, California, Breakwater Stability Study


    Contributors:

    Published in:

    Technical Report ; CERC-90-7


    Publication date :

    1990


    Size :

    7000319


    Type of media :

    Report


    Type of material :

    Electronic Resource


    Language :

    English



    Classification :


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