An undistorted scale hydraulic model study was conducted to develop an adequate repair plan for a section of the Crescent City breakwater which was armored with dolosse. The damaged area was to be repaired with 42- ton doles. It was desired to quantify the number of a rmor units required, the optimum slope on which to place the dolosse, overall constructability, and methods of stabilizing the transition areas. Based on results of model tests, a combination of trenching and buttressing wit h 25-ton armor stone is a constructable method of stabilizing the transition area. NOTE: This file was created from scans of the Print Resource


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    Titel :

    Breakwater Rehabilitation Study, Crescent City Harbor, California: Coastal Model Investigation



    Erschienen in:

    Technical Report ; TR-CERC-85-8


    Erscheinungsdatum :

    1985


    Format / Umfang :

    48920525


    Medientyp :

    Report


    Format :

    Elektronische Ressource


    Sprache :

    Englisch



    Klassifikation :


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