Chapter
Aug 19, 2013
Development of Wave Protection for Port of Long Beach Pier F
Authors: Claudio. Fassardi [email protected], Yang Zhang, Ph.D. [email protected], and George E. Gordon, IV [email protected]Author Affiliations
Publication: Ports 2013: Success through Diversification
Abstract
Coastal engineering studies were performed to define site and design conditions for the development of new docking facilities and a wave protection structure at Pier F in the Port of Long Beach, California. The new facilities will provide docking to a fireboat, pilot and port security boats with lengths ranging from 30 to 110 feet (9.1 to 33.5 m). The study showed that yearly wave conditions exceed accepted wave height criteria for small craft harbors and that wave protection would be needed. While most wave protection structures would be adequate to provide the necessary wave protection, site conditions and project requirements proved to be very challenging conditions that limited the applicability of typical structures. A floating breakwater was analyzed along with fixed structure alternatives such as rubble mound, caissons, concrete sheet and cylindrical pile breakwaters, and the preferred steel sheet/king pile breakwater.
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© 2013 American Society of Civil Engineers.
History
Published online: Aug 19, 2013
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Affiliations
CH2M Hill, 6700 E. Pacific Highway, Suite 180, Long Beach, CA 90803. E-mail: [email protected]
CH2M Hill, 1101 Channelside Drive, Suite 200 S, Tampa, FL 33602. E-mail: [email protected]
P.E.
Port of Long Beach, 925 Harbor Plaza, Long Beach, CA 90801. E-mail: [email protected]
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