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A kinematic model of the city of Miami ocean outfall plume behavior
Authors:R D&#x;Amato  TN Lee
Institution:1. Department of Geosciences, School of Physical and Mathematical Sciences, North Carolina State University, Raleigh, N.C. 27607 U.S.A.;2. Division of Physical Oceanography, Rosenstiel School of Marine and Atmospheric Science, University of Miami, Miami, Fla. 33149 U.S.A.
Abstract:A kinematic model is developed to predict the movement of effluent from the City of Miami ocean outfall. The outfall terminates at the 5 m isobath in the near vicinity of three tidal inlets opening into Biscayne Bay. Due to the shallow, uncomplicated topography and oscillatory coastal currents a linear bottom friction law is valid, which justifies the use of a potential flow model. The inlets are modeled as sinks and the outfall as a source discharging into a uniform coastal current. The model predicts that effluent will enter Biscayne Bay in approximately 3 h during flood tide for coastal current headings within an arc of 210° to 40°. Dye-tracking experiments were in good agreement with the model results. Local wind records suggest that sewage effluent enters Biscayne Bay on about 80% of the flood tides, or roughly 11 times per week.
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