Chapter
Sep 12, 2019
15th Triennial International Conference

Middle Breakwater Comprehensive Condition Assessment

Publication: Ports 2019: Port Engineering

ABSTRACT

The second comprehensive condition assessment of the Middle Breakwater was performed between 2010 and 2014 to provide the U.S. Army Corps of Engineers a basis for the planning of future repairs, maintenance, and improvements. The assessment indicated that the breakwater did not settle since construction and that the breakwater is vulnerable to the combined effects of waves, high water levels, and earthquakes. For the 12-foot (3.7 m) 100-year significant wave height, the 10-ton (9.1 metric ton) armor stone appears correctly sized. In a seismic event, the breakwater’s clay and sand core could be susceptible to liquefaction and deformation. The breakwater provides adequate short wave protection to ships at berths anywhere in the port, except for service boats at Pier F. With a median annual frequency of failure of 0.0309, which translates to a return period of approximately 32 years, the wave hazard is the dominant hazard.

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ACKNOWLEDGMENTS

The author would like to thank Arthur Shak (retired Chief Coastal Engineer, USACE Los Angeles District) for his valuable assistance and guidance, and the contributions of Mr. Bill Rudolph (geotechnical engineering), Dr. Martin McCann (risk analysis) and Fugro, Inc. (surveys).

REFERENCES

CH2M. (2014a). Middle Breakwater Comprehensive Condition Assessment. USACE Los Angeles District. December 2014.
CH2M. (2014b). San Pedro Breakwater Comprehensive Condition Assessment. USACE Los Angeles District. January 2014.
Madsen, O. S., Shusang, P. and Hanson, S.A. (1978). “Wave Transmission Through Trapezoidal Breakwaters.” Proceedings of 16th Conference on Coastal Engineering, Hamburg, Germany, 1978.
Pacific Weather Analysis. (1993). A Hindcast of Extreme Wave Events at Los Angeles Harbor. February 1993.
Thoresen, C. A. (2010). Port Designers Handbook. Thomas Telford Publishing, 2nd Edition.
U.S. Army Corps of Engineers (1984). San Pedro Breakwater Repair Study, Los Angeles, California: Hydraulic Model Investigation. Final Report. Miscellaneous Paper CERC-84-11, September 1984.
U.S. Army Corps of Engineers. (1985). Comprehensive Condition Survey, Geotechnical Appendix. Los Angeles-Long Beach Breakwaters, January 1985.
U.S. Army Corps of Engineers. (2009). Water Resource Policies and Authorities Incorporating Sea Level Change Considerations in Civil Works Programs. EC 1165-2-211. July 2009.
U.S. Army Corps of Engineers Los Angeles District. (2018). https://www.spl.usace.army.mil/Media/Images/igpage/8/igcategory/Navigation/(Jan. 6, 2018).
U.S. Geological Survey. (2003). Geologic Map of the Long Beach 30’x60’ Quadrangle. California, 2003.
Walters, H. G. (1939). Los Angeles – Long Beach Detached Breakwater. War Department, United States Engineer Office, Los Angeles, California. September 1939.

Information & Authors

Information

Published In

Go to Ports 2019
Ports 2019: Port Engineering
Pages: 315 - 326
Editors: Pooja Jain, Moffatt & Nichol and William S. Stahlman III, America's Central Port
ISBN (Online): 978-0-7844-8261-2

History

Published online: Sep 12, 2019

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Authors

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Claudio Fassardi [email protected]
Jacobs, 402 W. Broadway, Suite 1450, San Diego, CA 92101. E-mail: [email protected]

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