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contributor authorChristopher C. Obropta
contributor authorRichard I. Hires
date accessioned2017-05-08T20:45:44Z
date available2017-05-08T20:45:44Z
date copyrightFebruary 2007
date issued2007
identifier other%28asce%290733-9429%282007%29133%3A2%28173%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26255
description abstractA kinematic mixing model has been developed to predict far field effluent distributions for ocean discharges. The model allows for complex outfall configurations and time varying discharge rates to be simulated. The model can use field observations or the output from a proven near field mixing model as input to this far field mixing model. The model uses observed or simulated horizontal currents at one location to advect the effluent plume and a scale-dependent “diffusion velocity” submodel to account for horizontal diffusive processes. To collect data to calibrate and verify the model, long-term continuous dye release experiments were conducted at two New Jersey ocean outfalls. Based upon the results of the dye release experiments, appropriate values for the diffusion velocity were determined for each outfall. Simulations using these diffusion velocities provided reasonable predictions of plume width and of average dye concentration at each transect for each outfall. This work demonstrates that an Eulerian velocity observed at one location in the coastal ocean off New Jersey may be used to predict Lagrangian transport over a distance of several kilometers.
publisherAmerican Society of Civil Engineers
titleSimulations of Dye Releases off the Coast of New Jersey: Development and Validation of an Ocean Outfall Mixing Model
typeJournal Paper
journal volume133
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2007)133:2(173)
treeJournal of Hydraulic Engineering:;2007:;Volume ( 133 ):;issue: 002
contenttypeFulltext


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