Chapter
Apr 26, 2012
Estimating Overtopping Impacts in Los Angeles/Long Beach Harbors with a Distorted-Scale Physical Model
Authors: David D. McGehee, Chuck Mesa, and Robert D. CarverAuthor Affiliations
Publication: Ocean Wave Measurement and Analysis (2001)
Abstract
Recent topographic surveys of the breakwaters for Los Angeles/Long Beach Harbors revealed an average crest elevation of the San Pedro Breakwater of approximately 1.5 ft below the design crest of + 14 ft MLLW. A physical model study was conducted to estimate future impacts on harbor operations if crest loss continues or if the crest is restored to the design elevation. A 3-dimensional distorted-scale physical model (1:100 vertical, 1:400 horizontal) was used to investigate the change in total energy and low frequency wave energy (periods > ∼85 sec) at numerous locations within the harbor as a function of the breakwater crest elevation. Constraints of the distorted scale model were overcome to generate incident overtopping waves that induced low frequency oscillations in the harbor. Sensitivity of these oscillations to crest elevation is presented.
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© 2002 American Society of Civil Engineers.
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Published online: Apr 26, 2012
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Authors
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David D. McGehee
P.E.
M.ASCE
Principal, Emerald Ocean Engineering, 107 Ariola Drive, Pensacola Beach, Fl 32561
Chuck Mesa
P.E.
Coastal Engineer, US Army Engineer District, Los Angeles, 911 Wilshire Blvd, Los Angeles, CA 90017-3401
Robert D. Carver
M.ASCE
Research Hydraulic Engineer, US Army Engineer Research and Development Center, 3909 Halls Ferry Rd., Vicksburg, MS 39180
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