TECHNICAL NOTES
Sep 1, 1998

Physical Modeling of Hydrodynamic Separators Operating with Underflow

Publication: Journal of Environmental Engineering
Volume 124, Issue 9

Abstract

Model studies using geometrically similar 300-mm-diameter and 1,600-mm-diameter hydrodynamic separators operating with an underflow have confirmed earlier results indicating that a combination of Froude and Hazen scale laws should be used when predicting prototype separator performance. A hybrid equation is proposed to scale the model inflow rates. This equation provides a good fit to the observed prototype flow versus efficiency data. The need to scale particles using a Hazen scale for settling velocity and a Froude scale for flows is discussed. Treatment factors are calculated for the different particle sizes used, and these confirm the suitability of the device to remove particles with higher settling velocities while passing organic particles with low settling velocities forward to treatment when the device is configured as a grit separator.

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References

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Balmforth, D.(1990). “The pollution aspects of storm sewage overflows.”J. Inst. Water and Envir. Mgmt., London, U.K., 4(3), 219–226.
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Fenner, R. A., and Tyack, J. N.(1997). “Scaling laws for hydrodynamic separators,”J. Envir. Engrg., ASCE, 123(10), 1019–1026.
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Halliwell, A. R., and Saul, A. J. (1980). “The use of hydraulic models to examine the performance of storm-sewage overflows.”Proc., Instn. Civ. Engrs., Part 2, London, U.K., 69(June), 245–259.
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Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 124Issue 9September 1998
Pages: 881 - 886

History

Published online: Sep 1, 1998
Published in print: Sep 1998

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Authors

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R. A. Fenner
Prin. Lect., Dept. of Civ. Engrg., Univ. of Hertfordshire, Hatfield, U.K., AL10 9AB.
J. N. Tyack
Postdoctoral Res. Fellow, Water Engrg. Res. Group, Univ. of Hertfordshire, Hatfield, U.K. AL10 9AB.

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