Technical Papers
Nov 14, 2019

Modeling Annual Particulate Matter Separation and Washout by Unit Operations with CFD

Publication: Journal of Environmental Engineering
Volume 146, Issue 1

Abstract

Computational fluid dynamics (CFD) is a tool to simulate the coupled hydrodynamics and particulate matter (PM) fate in unit operations (UOs) subject to transient rainfall-runoff events. Most frequently, CFD is applied for the relatively rapid analysis of steady flows (CFD)s. More recently, an event-based stepwise steady flow CFD model (CFD)ss was developed to predict particulate matter (PM) separation with reduced computational overhead compared with unsteady CFD modeling (CFD)us. This study developed an event-based (CFD)ss model to evaluate longer-term UO performance. The (CFD)ss models simulated PM fate (separation and washout) in a rectangular clarifier (RC) and a screened hydrodynamic separator (SHS) for a representative year of runoff (2007) in North Florida. Washout and separation for all unsteady events were integrated into a time domain continuous simulation model. The (CFD)ss model was validated with measured PM separation and washout data from full-scale physical models. The annual PM separation for the RC was 40% with no washout and 38% with washout. Annual PM separation for the SHS was 37% with no washout and 27% with washout. The annual SHS washout profile indicated maintenance cleanout at the start and end of the wet season. Coupling (CFD)ss with continuous simulation represents a tool extending UO evaluations from an unsteady event-basis to an annual basis. Simulating all runoff events in 2007 required 14 h of computational time for the RC and SHS. Implications from these results indicate that longer-term prediction of UO separation/washout is viable with (CFD)ss coupled with a continuous simulation model such as the Storm Water Management Model (SWMM), and can serve as a tool for UO testing/certification.

Get full access to this article

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

Data Availability Statement

All data, models (excepting the proprietary and commercial ANSYS code), and code generated or used in this study appear in the published article and Supplemental Data.

References

Adams, B., and F. Papa. 2000. Urban stormwater management planning with analytical probabilistic models, 358. New York: Wiley.
Amandes, C., and P. Bedient. 1980. “Storm water detention in developing watersheds.” J. Environ. Eng. Div. 106 (2): 403–419.
Avila, H., R. Pitt, and S. Clark. 2011. “Development of effluent models for sediment scoured from catchbasin sumps.” J. Irrig. Drain. Eng. 137 (3): 114–121. https://doi.org/10.1061/(ASCE)IR.1943-4774.0000183.
Berretta, C., and J. Sansalone. 2012. “Fate of phosphorous fractions in an adsorptive-filter subject to intra- and inter-event runoff phenomena.” J. Environ. Manage. 103: 83–94. https://doi.org/10.1016/j.jenvman.2012.02.028.
Cho, H., and J. Sansalone. 2012. “Physical modeling of particulate matter washout from a hydrodynamic separator.” J. Environ. Eng. 139 (1): 11–22. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000556.
Chow, V., D. Maidment, and L. Mays. 2008. Applied hydrology, 572. New York: McGraw-Hill.
Dickenson, J., and J. Sansalone. 2009. “Discrete phase model representation of particulate matter (PM) for simulating PM separation by hydrodynamic unit operations.” Environ. Sci. Technol. 43 (21): 8220–8226. https://doi.org/10.1021/es901527r.
DiToro, D., and M. Small. 1979. “Stormwater interception and storage.” J. Environ. Eng. Div. 105 (1): 43–54.
Elgobashi, S. 1991. “Particle laden turbulence flows: Direct simulation and closure models.” Appl. Sci. Resour. 48 (3–4): 301–314.
Ferrara, R., and A. Hildick-Smith. 1982. “A modeling approach for stormwater quantity and quality control via detention basins.” Water Resour. Bull. 18 (6): 975–981. https://doi.org/10.1111/j.1752-1688.1982.tb00104.x.
Garofalo, G., and J. Sansalone. 2011. “Transient elution of particulate matter from hydrodynamic unit operations as a function of computational parameters and runoff hydrograph unsteadiness.” Chem. Eng. J. 175 (1): 150–159. https://doi.org/10.1016/j.cej.2011.09.086.
Garofalo, G., and J. Sansalone. 2017. “Urban drainage clarifier load-response as a function of flow, unsteadiness and baffling.” J. Environ. Eng. 144 (3): 04017108. https://doi.org/10.1061/(ASCE)EE.1943-7870.0001283.
Goforth, G., J. Heaney, and W. Huber. 1983. “Comparison of basin performance modeling technique.” J. Environ. Eng. Div. 109 (5): 1082–1098. https://doi.org/10.1061/(ASCE)0733-9372(1983)109:5(1082).
He, C., J. Wood, J. Marsalek, and Q. Rochfort. 2008. “CFD modeling to improve the inlet hydraulics and performance of a storm-water clarifier.” J. Environ. Eng. 134 (9): 722–730. https://doi.org/10.1061/(ASCE)0733-9372(2008)134:9(722).
Howard, A., O. Mohseni, J. Gulliver, and H. Stefan. 2011. “Hydraulic analysis of suspended sediment removal from stormwater in a standard sump.” J. Hydraul. Eng. 138 (6): 491–502. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000544.
Huber, W., and R. Dickinson. 1988. Storm water management model user’s manual, version 4, 76. Athens, GA: USEPA.
Jakobsen, H. 2008. Chemical reactor modeling: Multiphase reactive flows, 1244. Berlin: Springer.
Kim, J., and J. Sansalone. 2008. “Hydrodynamic separation of particulate matter transported by source area runoff.” J. Environ. Eng. 134 (11): 912–922. https://doi.org/10.1061/(ASCE)0733-9372(2008)134:11(912).
Lee, J., J. Heaney, and A. Chelisa. 2010. “Frequency methodology for evaluating urban and highway storm-water quality control infiltration BMPs.” J. Water Resour. Plann. Manage. 136 (2): 237–248. https://doi.org/10.1061/(ASCE)0733-9496(2010)136:2(237).
Medina, M., W. Huber, and J. Heaney. 1981. “Modeling stormwater storage/treatment transients: Theory.” J. Environ. Eng. Div. 107 (4): 781–797.
Nix, S., and J. Heaney. 1988. “Suspended solids removal in detention basins.” J. Environ. Eng. 114 (6): 1331–1343. https://doi.org/10.1061/(ASCE)0733-9372(1988)114:6(1331).
Ormsbee, L. 1989. “Rainfall disaggregation model for continuous hydrologic modeling.” J. Hydrol. Eng. 115 (4): 507–525. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:4(507).
Pathapati, S., and J. Sansalone. 2009a. “CFD modeling of a storm-water hydrodynamic separator.” J. Environ. Eng. 135 (4): 191–202. https://doi.org/10.1061/(ASCE)0733-9372(2009)135:4(191).
Pathapati, S., and J. Sansalone. 2009b. “Particle dynamics in a hydrodynamic separator subject to transient rainfall-runoff.” Water Resour. Res. 45 (9): W094082009. https://doi.org/10.1029/2008wr007661.
Pathapati, S., and J. Sansalone. 2011. “Can a stepwise steady flow computational fluid dynamics model reproduce unsteady particulate matter separation for common unit operations?” Environ. Sci. Technol. 45 (13): 5605–5613. https://doi.org/10.1021/es103584c.
Pathapati, S., and J. Sansalone. 2012. “Modeling particulate matter resuspension and washout from urban drainage hydrodynamic separators.” J. Environ. Eng. 138 (1): 90–101. https://doi.org/10.1061/(ASCE)EE.1943-7870.0000427.
Sansalone, J. 1999. “Adsorptive infiltration of metals in urban drainage—Media characteristics.” Sci. Total Environ. 235 (1–3): 179–188. https://doi.org/10.1016/S0048-9697(99)00211-9.
Sansalone, J., and J. Kim. 2007. “Suspended particle destabilization in retained urban stormwater as a function of coagulant dosage and redox conditions.” Water Res. 42 (4–5): 909–922. https://doi.org/10.1016/j.watres.2007.08.037.
Tregnaghi, M., A. Marion, S. Coleman, and S. Tait. 2010. “Effect of flood recession on scouring at bed sills.” J. Hydraul. Eng. 136 (4): 204–213. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000164.
USEPA. 2000. “National water quality report to Congress under Clean Water Act section 305(b).” 2000 National water quality inventory. Accessed October 25, 2019. https://www.epa.gov/sites/production/files/2015-09/documents/2000_national_water_quality_inventory_report_to_congress.pdf.
Wang, Z., L. Chu, W. M. Chen, and S. Wang. 2008. “Experimental investigation of the motion trajectory of solid particles inside the hydrocyclone by a Lagrange method.” Chem. Eng. J. 138 (1–3): 1–9. https://doi.org/10.1016/j.cej.2007.05.037.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 146Issue 1January 2020

History

Received: Dec 30, 2018
Accepted: May 17, 2019
Published online: Nov 14, 2019
Published in print: Jan 1, 2020
Discussion open until: Apr 14, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

G. Garofalo [email protected]
Research Associate, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, 217 Black Hall, Gainesville, FL 32611. Email: [email protected]
Professor and Eckler Professor of Excellence, Engineering School of Sustainable Infrastructure and Environment, Univ. of Florida, 217 Black Hall, Gainesville, FL 32611 (corresponding author). ORCID: https://orcid.org/0000-0003-4061-8828. 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

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