A 1:75-scale (undistorted) hydraulic model, reproducing approximately 2.6 miles of shoreline and sufficient offshore area to permit generation of the required test waves, was used to investigate the arrangement and design of alternative proposed structures for prevention of erosion of the Imperial Beach shoreline. The proposed structures consisted of (a) continuous breakwaters at the -15 ft and -10 ft contours, (b) segmented breakwaters at the -15 ft and -5 ft contours, (c) stepped breakwaters at the -10 ft and -5 ft contours, (d) a system of five groins, and (e) a system of nine groins. A 115-ft-long wave generator, crushed coal tracer material, and an automated data acquisition and control system (ADACS) were used during model operation. It was concluded from model test results that : (1.) Existing conditions are characterized by strong rip currents and longshore currents for most wave conditions with considerable onshore-offshore movement of sand. (2.) The original improvement plan for Imperial Beach (i.e., the authorized five-groin plan) is ineffective in trapping tracer material and, in fact, contributes to the offshore movement. (3.) The originally proposed breakwater plan (Plan 1) is not adequate for full protection of the beach. Raising the crown elevation of the Plan 1 structure to a sufficient height will make this plan effective from a functional standpoint; however, a substantial cost increase results due to greatly increased volume of rock required. (4.) Of the plans tested, Plans 3A, 4A, 5A, 5B, and 7 provide adequate beach protection. Plans 4A and 5A require the least volume of rock but may pose some construction problems. Plan 5A would have the least impact on the longshore transport (due to its location at the -5.0 ft contour resulting in more natural sand bypassing around the structure) and therefore would be the most viable plan from the viewpoint of minimizing effect of the improvement on adjacent shores . The Plan 3A and 4A breakwaters would be submerged except for extremely low tide stages and, therefore, would probably be the most aesthetically pleasing._x000D_ _x000D_ NOTE: This file is large. Allow your browser several minutes to download the file.


    Zugriff

    Download


    Exportieren, teilen und zitieren



    Titel :

    Imperial Beach, California Design of Structures for Beach Erosion Control: Hydraulic Model Investigation



    Erschienen in:

    Erscheinungsdatum :

    1977


    Format / Umfang :

    14798379


    Medientyp :

    Report


    Format :

    Elektronische Ressource


    Sprache :

    Englisch



    Klassifikation :


    Breakwater Stability Study, Imperial Beach, California: Hydraulic Model Investigation

    Markle, Dennis G. / Carver, Robert D. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1977

    Freier Zugriff

    Oceanside Harbor and Beach, California, Design of Structures for Harbor Improvement and Beach Erosion Control: Hydraulic Model Investigation

    Curren, Charles R. / Chatham, Claude E. Jr. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1980

    Freier Zugriff

    Model Study of Shoreline Erosion and Beach Protection Schemes at Surfside-Sunset Beach, Long Beach, California: Coastal Model Investigation

    Bottin, Robert R. Jr. / Acuff, Hugh F. | HENRY – Bundesanstalt für Wasserbau (BAW) | 1990

    Freier Zugriff

    Airfield Pavement Evaluation, Usnas Imperial Beach, California

    D. J. Lambiotte / L. J. Woloszynski | NTIS | 1969