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Effects of Proposed Harbor Modifications on Wave Conditions, Harbor Resonance, and Tidal Circulation at Fish Harbor, Los Angeles, California. Physical and Numerical Model Investigations
The Port of Los Angles has embarked upon a program to improve wave and current conditions at Fish Harbor, Los Angeles, California. To achieve this, field measurements (both wave heights and currents) for the existing harbor were obtained and analyzed and a physical hydraulic model for short-period wave tests and numerical models for harbor oscillation and tidal circulation were used to investigate the effects of proposed harbor improvements. The proposed improvements consisted of dredging deeper channels and berthing areas to accomodate the larger, deeper draft vessels using the harbor and the creation of landfills to provide for expansion of local industry. An optimum improvement plan was developed during the physical model wave tests which met the established wave-height criteria and provided increased area for mooring small craft in the lee of the harbor breakwater. The results of the long-period prototype data analysis and numerical harbor oscillation study indicated a decrease in a long-period wave energy for this optimum plan. The tidal circulation study indicated that changes in tidal circulation characteristics were limited to the vicinity of Fish Harbor and included a slight shift in flood and ebb flow patterns due to breakwater location for the optimum plan. Tidal flushing in Fish Harbor was influenced by the optimum plan but was similar to existing conditions for successive low waters.
Effects of Proposed Harbor Modifications on Wave Conditions, Harbor Resonance, and Tidal Circulation at Fish Harbor, Los Angeles, California. Physical and Numerical Model Investigations
The Port of Los Angles has embarked upon a program to improve wave and current conditions at Fish Harbor, Los Angeles, California. To achieve this, field measurements (both wave heights and currents) for the existing harbor were obtained and analyzed and a physical hydraulic model for short-period wave tests and numerical models for harbor oscillation and tidal circulation were used to investigate the effects of proposed harbor improvements. The proposed improvements consisted of dredging deeper channels and berthing areas to accomodate the larger, deeper draft vessels using the harbor and the creation of landfills to provide for expansion of local industry. An optimum improvement plan was developed during the physical model wave tests which met the established wave-height criteria and provided increased area for mooring small craft in the lee of the harbor breakwater. The results of the long-period prototype data analysis and numerical harbor oscillation study indicated a decrease in a long-period wave energy for this optimum plan. The tidal circulation study indicated that changes in tidal circulation characteristics were limited to the vicinity of Fish Harbor and included a slight shift in flood and ebb flow patterns due to breakwater location for the optimum plan. Tidal flushing in Fish Harbor was influenced by the optimum plan but was similar to existing conditions for successive low waters.
Effects of Proposed Harbor Modifications on Wave Conditions, Harbor Resonance, and Tidal Circulation at Fish Harbor, Los Angeles, California. Physical and Numerical Model Investigations
R. R. Bottin (Autor:in) / D. G. Outlaw (Autor:in) / W. C. Seabergh (Autor:in)
1985
184 pages
Report
Keine Angabe
Englisch
Civil Engineering , Dynamic Oceanography , Marine & Waterway Transportation , Harbors , Ocean waves , Ocean tides , Breakwaters , Small ships , Resonance , Position(Location) , Oscillation , California , Dredging , Field tests , Measurement , Flow , Patterns , Data processing , Prototypes , Model tests , Waves , Numerical analysis , Mathematical models , Water , Circulation , Tides , Los angeles(California) , Mooring , Optimization , Physical properties , Hydraulic models , Fish Harbor