TECHNICAL PAPERS
May 1, 1990

Hydraulic Modeling of Mixing in Wastewater Dechlorination Basin

Publication: Journal of Environmental Engineering
Volume 116, Issue 3

Abstract

Flow and mixing in a wastewater dechlorination basin are investigated by tracing dye concentrations in a 1:12 scale sectional model and in a fullscale installation. The injection of an SO2 solution that neutralizes residual chlorine is simulated by dye. Time series measurements of dye concentrations are obtained in the model and in the full‐scale basin. Mean dye concentrations and standard deviations of concentration fluctuations measured throughout the model and the full‐scale basin compare favorably. Both show incomplete mixing of SO2 solution and residual chlorine. The model is then used to develop a substantially improved basin design by relocation of SO2 injection and addition of a columnar wall to redistribute the flow and create small‐scale turbulence. The modifications can be implemented without interruption of wastewater treatment. The performance of the improved design is again validated in the full‐scale operation. The study shows that existing problems of mixing and flow processes can be explored and corrected efficiently and effectively using a scale model. It is recommended that this method be used for the study of novel designs before construction.

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References

1.
Fischer, H. G., et al. (1979). Mixing in inland and coastal waters. Academic Press, New York, N.Y.
2.
Higuchi, H. (1986). “An experimental investigation of the flow field behind grid models.” Ninth Aerodynamic Decelerator and Balloon Tech. Conf., Amer. Inst. Aeronautics and Astronautics, New York, N.Y., Oct.
3.
Kuhlman, J. M. (1985). “Survey of nearfield Reynolds number effects and initial condition effects on buoyant and nonbuoyant jets.” Proc., Int. Symp. on Modeling Envir. Flows, American Society of Mechanical Engineers, New York, N.Y.
4.
McConnell, H. L. (1986). “Engineering report on the dechlorination facilities at MWTP, June‐October 1986.” Report, Metropolitan Waste Control Commission, Engrg. Constr. Dept., St. Paul Minn., Dec.
5.
Metropolitan Waste Control Commission (1987). “Operational and monitoring report on the dechlorination facilities—Metropolitan wastewater treatment plant.” QC‐87–128, Metropolitan Waste Control Commission, Quality Control Dept., Oct.
6.
Stefan, H. G., and Johnson, T. R. (1986). “Dechlorination basin hydraulics.” Project Report No. 250, St. Anthony Falls Hydr. Lab., Univ. of Minnesota, Minneapolis, Minn.
7.
Stefan, H. G., and Johnson, T. R. (1987). “Effluent sampling location and duration study for the Metropolitan Wastewater Treatment Plant, St. Paul, Minnesota.” Project Report No. 259, St. Anthony Falls Hydr. Lab., Univ. of Minnesota, Minneapolis, Minn.

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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 116Issue 3May 1990
Pages: 524 - 541

History

Published online: May 1, 1990
Published in print: May 1990

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Authors

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H. G. Stefan, Member, ASCE
Assoc. Dir. and Prof., St. Anthony Falls Hydr. Lab., Mississippi River at Third Ave. S.E., Univ. of Minnesota, Minneapolis, MN 55414‐2196
T. R. Johnson
Res. Asst., St. Anthony Falls Hydr. Lab., Mississippi River at Third Ave. S.E., Univ. of Minnesota, Minneapolis, MN
H. L. McConnell
Proj. Leader, Metropolitan Waste Control Commission, 230 E. Fifth St., St. Paul, MN 55101
Claude T. Anderson
Res. Engr., Metropolitan Waste Control Commission, 230 E. Fifth St., St. Paul, MN
D. R. Martenson, Member, ASCE
Assoc. Firm Member, Toltz, King, Duvall, and Anderson, Consulting Engrs. and Archts., 2500 Am. Nat. Bank Bldg., St. Paul, MN 55101

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