Technical Papers
Apr 6, 2022

Investigating the Effectiveness of Vortex-Enhanced Particle Settling in a Hydraulic Separator Using Physical Modeling

Publication: Journal of Environmental Engineering
Volume 148, Issue 6

Abstract

Often it is implied that hydraulic particle separators that incorporate vortex technology provide enhanced particle settling. In this study, a generic vortex particle separator was closely examined using physical modeling to help understand typical flow hydraulic conditions. The study was conducted using particle capture analyses under different internal structure configurations, inflow rates, and inlet pipe configurations to examine how resulting changes to flow conditions influenced the settling of particles. The purpose of this study was not to evaluate performance or obtain absolute particle removal rates of a particular particle separator design; instead, the focus was on understanding how modifications to the flow conditions in the examined separator could affect the particle-settling efficiency. The comparison results show that the inflow-generated large internal vortex does not effectively improve particle settling; possible explanations are given based on hydraulics and physics principles. The study method and results can be extended to examine and improve other hydraulic particle separators.

Get full access to this article

View all available purchase options and get full access to this article.

Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

This study was financially supported by the Great Lakes Action Plan (GLAP) with funding by Environment and Climate Change Canada. Thanks are given for the support from the Engineering Branch at the National Water Research Institute for providing very valuable advice and helping to build the physical model.

References

Andoh, R. Y. G., S. P. Hides, and A. J. Saul. 2002. “Improving water quality using hydrodynamic vortex separators and screening systems.” In Proc., 9th Int. Conf. on Urban Drainage. Reston, VA: ASCE.
Andoh, R. Y. G., and A. J. Saul. 2003. “The use of hydrodynamic vortex separators and screening system to improve water quality.” Water Sci. Technol. 47 (4): 175–183. https://doi.org/10.2166/wst.2003.0248.
Andoh, R. Y. G., and R. P. M. Smisson. 1994. “High rate sedimentation in hydrodynamic separators.” In Proc., of 2nd Int. Conf. on Hydraulic Modelling Development and Application of Physical and Mathematical Models, 341–358. Stratford, UK.
Arnett, C. J., and P. K. Gurney. 1998. “High rate solids removal and chemical and non-chemical UV disinfection alternatives for treatment of CSO’s.” In Proc., Innovation 2000, Conf. on Treatment Innovation for the Next Century. Cambridge, UK.
Averill, D., D. Mack-Mumford, J. Marsalek, R. Andoh, and D. Weatherbe. 1997. “Field facility for research and demonstration of CSO treatment technologies.” Water Sci. Technol. 36 (8–9): 391–396. https://doi.org/10.2166/wst.1997.0698.
Davidson, J., and S. T. Summerfelt. 2005. “Solids removal from a coldwater recirculating system—Comparison of a swirl separator and a radial-flow settle.” Aquacult. Eng. 33 (1): 47–61. https://doi.org/10.1016/j.aquaeng.2004.11.002.
Faram, M. G., R. Y. G. Andoh, and C. A. Williams. 2005. “Innovative approaches to urban stormwater management.” In Proc., 10th Int. Conf. on Urban Drainage, 21–26. Lyngby, Denmark: Technical Univ. of Denmark.
He, C., and J. Marsalek. 2009. “A vortex plate for enhancing particle settling.” J. Environ. Eng. 135 (8): 627–635. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000024.
He, C., and J. Marsalek. 2014. “Study of enhancing sedimentation and trapping sediment with bed grid structure.” J. Environ. Eng. 140 (1): 21–29. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000774.
He, C., Q. Rochfort, and R. McFadyen. 2014. “Potential errors and error propagation in methods used to determine particle removal efficiency.” J. Environ. Eng. 140 (6): 21–29. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000774.
He, C., E. Scott, and Q. Rochfort. 2015. “Enhancing sedimentation by improving flow conditions using parallel retrofit baffles.” J. Environ. Manage. 160 (Sep): 1–6. https://doi.org/10.1016/j.jenvman.2015.06.013.
Lee, J. Y., M. Y. Han, and H. Kim. 2011. “Study on the reduction of pollutant load from roads using the modified hydrodynamic vortex filtration system (HVFS).” Int. J. Urban Sci. 15 (1): 35–45. https://doi.org/10.1080/12265934.2011.580145.
Michelbach, S., and C. Wohrle. 1993. “Settleable solids in a combined sewer system: Measurement, quantity, characteristics.” Water Sci. Technol. 27 (8): 181–188. https://doi.org/10.2166/wst.1992.0192.
Milne-Thomson, L. M. 1968. Theoretical hydrodynamics, 351–354. London: Macmillan.
Okamoto, Y., M. Konugi, and H. Tsuchiya. 2002. “Numerical simulation of the performance of a hydrodynamic separator.” In Proc., 9ICUD Conf. Guelph, ON, Canada: Computational Hydraulics International.
Turner, B. G., C. J. Arnett, and M. Boner. 2000. “Performance testing of combined sewer overflow control technologies demonstrates chemical and non-chemical disinfection alternatives and satisfies EPA CSO policy.” Proc. Water Environ. Fed. 2000 (2): 225–262. https://doi.org/10.2175/193864700785371876.
Tyack, J. N., P. D. Hedges, and R. P. M. Smisson. 1992. “The use of sewage settling velocity grading in combined sewer overflow design.” In Proc., NOVATECH 92, Int. Conf. on Innovative Technologies in the Domain of Urban Water Drainage. Graz, Austria: Graz Univ. of Technology.
Yu, J., H. Yu, and L. Xu. 2013. “Performance evaluation of various stormwater best management practices.” Environ. Sci. Pollut. Res. 20 (9): 6160–6171. https://doi.org/10.1007/s11356-013-1655-4.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 148Issue 6June 2022

History

Received: Nov 20, 2021
Accepted: Jan 28, 2022
Published online: Apr 6, 2022
Published in print: Jun 1, 2022
Discussion open until: Sep 6, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Research Scientist, National Water Research Institute, Environment Canada, 867 Lakeshore Rd., Burlington, ON, Canada L7S 1A1 (corresponding author). Email: [email protected]
Padala Chittibabu [email protected]
Physical Scientist, National Water Research Institute, Environment Canada, 867 Lakeshore Rd., Burlington, ON, Canada L7S 1A1. Email: [email protected]
Ph.D. Student, School of Engineering, Univ. of Guelph, 50 Stone Rd. East, Guelph, ON, Canada N1G 2W1. ORCID: https://orcid.org/0000-0002-6312-310X. Email: [email protected]
Quintin Rochfort [email protected]
Physical Scientist, National Water Research Institute, Environment Canada, 867 Lakeshore Rd., Burlington, ON, Canada L7S 1A1. Email: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

  • Enhancing Sedimentation Using Newly Proposed Virtual Bed Concept, Journal of Environmental Engineering, 10.1061/JOEEDU.EEENG-7314, 150, 4, (2024).

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share