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Tide-Induced Currents in Harbors of Arbitrary Shape
The water quality in a harbor depends strongly on its circulation patterns. As a result, it is a primary importance to find an efficient method to study and predict the harbor circulation. The goal of the present study is to find an efficient way of predicting tide-induced currents in harbors of arbitrary shape and apply this general technique to various configurations (present and future) of Los Angeles-Long Beach Harbor. In order to achieve this goal a numerical model for the harbor circulation problem is proposed. The numerical method developed in this study is capable of reproducing the gyre structure in the harbor.
Tide-Induced Currents in Harbors of Arbitrary Shape
The water quality in a harbor depends strongly on its circulation patterns. As a result, it is a primary importance to find an efficient method to study and predict the harbor circulation. The goal of the present study is to find an efficient way of predicting tide-induced currents in harbors of arbitrary shape and apply this general technique to various configurations (present and future) of Los Angeles-Long Beach Harbor. In order to achieve this goal a numerical model for the harbor circulation problem is proposed. The numerical method developed in this study is capable of reproducing the gyre structure in the harbor.
Tide-Induced Currents in Harbors of Arbitrary Shape
W. L. Chiang (Autor:in) / J. J. Lee (Autor:in)
1979
282 pages
Report
Keine Angabe
Englisch
Civil Engineering , Dynamic Oceanography , Harbors , Tidal currents , Hydraulic models , Mathematical models , Shape , Flow rate , Bathymetry , Navier-Stokes equations , Two dimensional flow , Shallow water , Computer programs , Theses , Friction , Fortran , California , Ocean circulation , Los Angeles - Long Beach Harbor , Finite difference method , MAIN computer program , Fortran 4 programming language
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