Dense Effluent Dispersion in a Stream

by Henry Crew, Research Assoc.; School of Oceanography, Oregon State Univ., Corvallis, Oreg.,
Robert O. Reid, Prof.; Dept. of Oceanography, Texas A & M Univ., College Station, Tex.,

Serial Information: Journal of the Engineering Mechanics Division, 1976, Vol. 102, Issue 1, Pg. 77-88

Document Type: Journal Paper

Discussion: Mehrotra Subhash C. (See full record)
Closure: (See full record)


Dispersion of a dense effluent continuously discharged into a stream of constant velocity is considered. The Navier-Stokes equations and advection-diffusion equation for density are solved numerically for the fields of flow and density downstream from the discharge port. The numerical results appear to simulate the dispersal of effluents within a broad density range, they satisfy certain conservation requirements and approach analytical solutions of the linearized equations for effluents of low density anomaly.

Subject Headings: Effluents | Rivers and streams | Navier-Stokes equations | Numerical models | Density currents | Fluid velocity | Diffusion | Water discharge

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