TECHNICAL PAPERS
Jun 3, 2010

Volumetric Filtration of Rainfall Runoff. I: Event-Based Separation of Particulate Matter

This article is a reply.
VIEW THE ORIGINAL ARTICLE
This article has a reply.
VIEW THE REPLY
Publication: Journal of Environmental Engineering
Volume 136, Issue 12

Abstract

As a unit operation, filtration generally requires flow equalization and primary clarification. This study examines the separation of runoff particulate matter (PM) in a volumetric clarifying filter (VCF). The VCF is a detention/retention vault integrating filtration after sedimentation. A paved source area (1,088m2) directly loaded the vault (4.2m3) with five radial filters ( 4m2 of filtration surface area). PM separation was examined for 19 runoff events through monitoring of influent and effluent granulometric fractions. During the monitoring phase no maintenance was conducted and subsequent to the 19 events a measured material balance of the sedimentation vault and the radial cartridge filters generated a 94% recovery of PM. During 5 months of monitoring and PM mass, suspended sediment concentration (SSC) was reduced from 334 to 34 mg/L (90% reduction) with effluent sediment (>75μm) of <3mg/L , settleable of 14 mg/L, suspended PM (<25μm) of 17 mg/L as event mean concentrations; with turbidity reduced from 96 to 23 NTU (76% reduction). Based on separate PM recovery from the vault and filters, 77% of the PM separation was sedimentation in the vault and 23% as filtration. Captured particle-size distributions are heterodisperse with a d50m of 300 μm in the vault and a d50m that ranged from 34 to 63 μm with filter depth. Filter forensics indicated PM capture was nonuniform, with the bottom and middle most heavily loaded by PM as compared to the upper third of the filter. While paired testing of automatic and manual sampling produced similar median effluent SSC, automatic sampling significantly misrepresented the median influent PM as SSC (pα=0.05) .

Get full access to this article

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

References

Allen, T. (1990). Particle size measurement, 4th Ed., Chapman & Hall, London, 125–127.
American Public Health Association (APHA). (1995). Standard methods for the examination of water and wastewater, 19th Ed., Washington, D.C.
ASTM. (1993). “Standard practice for dry preparation of soil samples for particle size analysis and determination of soil constants.” D421-85, West Conshohocken, Pa.
ASTM. (1997). “Standard test methods for determining sediment concentration in water samples.” D3977-97, West Conshohocken, Pa.
ASTM. (2003). “Automatic pore volume and pore size distribution of porous substances by mercury porosimetry.” UOP578-02, West Conshohocken, Pa.
Bent, G. C., Gray, J. R., Smith, K. P., and Glysson, G. D. (2000). “Measuring sediment in highway runoff.” USGS Open File Rep. No. 00-497, Federal Highway Administration, Washington, D.C., 51.
Clark, S. E. (2000). “Urban stormwater filtration: Optimization of design parameters and a pilot-scale evaluation.” Ph.D. dissertation, Univ. of Alabama at Birmingham, Birmingham, Ala.
Devore, J. L. (1991). Probability and statistics for engineering and the sciences, 3rd Ed., Brooks/Cole Publishing Co., Pacific Grove, Calif.
Farizoglu, B., Nuhoglu, A., Yildiz, E., and Keskinler, B. (2003). “The performance of pumice as a filter bed material under rapid filtration conditions.” Filtr. Sep., 40, 41–46.
Gippel, C. J. (1995). “Potential of turbidity monitoring for measuring the transport of suspended solids in streams.” Hydrolog. Process., 9, 83–97.
Gray, J. R., Glysson, G. D., and Turcios, L. M. (2000). “Comparability and reliability of total suspended solids and suspended-sediment concentration data.” USGS Water-Resources Investigations Rep. No. 00-4191, U.S. Geological Survey, Reston, Va., 14.
Grizzard, T. L., Randall, C. W., Weand, B. L., and Ellis, K. L. (1986). “Effectiveness of extended detention ponds.” Urban runoff quality impact of quality enhancement technology, ASCE, New York, 323–337.
Gunduz, L., Sariisik, A., Tozacan, B., Davraz, M., Ugur, I., and Cankiran, O. (1998). Pumice technology, Vol. 1, ISBAS A.S. and SDU College of Engineering, Isparta, Turkey.
Hipp, J. A., Ogunseitan, O., Lejano, R., and Smith, C. S. (2006). “Optimization of stormwater filtration at the urban/watershed interface.” Environ. Sci. Technol., 40, 4794–4801.
Huber, W. (1993). “Contaminant transport in surface water.” Handbook of hydrology, D. R. Maidment, ed., McGraw-Hill Inc., New York, 14.1–14.50.
Huber, W., Nelson, P., Eldin, N., Williamson, K., and Lundy, J. (2001). “Environmental impact of runoff from highway construction and repair materials.” Transp. Res. Rec., 1743, 1–9.
Innman, D. L. (1952). “Measures for describing the size distribution of sediments.” J. Sediment. Petrol., 22(3), 125–145.
Kim, J. Y., and Sansalone, J. (2008b). “Hydrodynamic separation of particulate matter transported by source area runoff.” J. Environ. Eng., 134(11), 912–922.
Kim, J. Y., and Sansalone, J. J. (2008a). “Event-based size distributions of particulate matter Transported during urban rainfall-runoff events.” Water Res., 42(10–11), 2756–2768.
Kitis, M., Kaplan, S. S., Karakaya, E., Yigit, N. O., and Civelekoglu, G. (2007). “Adsorption of natural organic matter from waters by iron coated pumice.” Chemosphere, 66, 130–138.
Lee, P. K., Touray, J. C., Baillif, P., and Ildefonse, J. P. (1997). “Heavy metal contamination of settling particles in a retention pond along the A-71 motorway in Sologne, France.” Sci. Total Environ., 201, 1–15.
Liu, D., Sansalone, J., and Cartledge, F. (2005a). “Adsorption kinetics for urban rainfall-runoff metals by composite oxide-coated polymeric media.” J. Environ. Eng., 131(8), 1168–1177.
Liu, D., Sansalone, J., and Cartledge, F. (2005b). “Comparison of sorptive filter media for treatment of metals in runoff.” J. Environ. Eng., 131(8), 1178–1186.
Makepeace, D., Smith, D., and Stanley, S. (1995). “Urban rainfall-runoff quality: Summary of contaminant data.” Crit. Rev. Environ. Sci. Technol., 25(2), 93–139.
Malone, R. F., Chitta, B. S., and Drennan, D. G. (1993). “Optimizing nitrification in bead filters for warmwater recirculating aquaculture systems.” Techniques for modern aquaculture, J. K. Wang, ed., American Society of Agricultural Engineers, St. Joseph, Mich., 315–325.
Marsalek, J., Rochfort, Q., Brownlee, B., Mayer, T., and Servos, M. (1999). “An exploratory study of urban runoff toxicity.” Water Sci. Technol., 39(12), 33–39.
Morrison, G. M., Wei, C., and Engdahl, M. (1993). “Variations of environmental parameters and ecological response in an urban river.” Water Sci. Technol., 27, 191–194.
Nix, S. J., Heaney, J. P., and Huber, W. C. (1988). “Suspended solids removal in detention basins.” J. Environ. Eng., 114(6), 1331–1343.
Pathapati, S., and Sansalone, J. (2009). “Combining particle analyses with computation fluid dynamics modeling to predict hetero-disperse particulate matter fate and pressure drop in a passive runoff radial filter.” J. Environ. Eng., 135(2), 77–85.
Sansalone, J., and Kim, J. Y. (2008). “Transport of particulate matter fractions in urban source area pavement surface runoff.” J. Environ. Qual., 37(5), 1883–1893.
Sansalone, J., Liu, B., and Kim, J. -Y. (2009). “Volumetric clarifying filtration of urban source area rainfall-runoff.” J. Environ. Eng., 135(8), 609–620.
Urbonas, B. R. (1995). “Recommended parameters to report with BMP monitoring data.” J. Water Resour. Plann. Manage., 121(1), 23–34.
U.S. EPA. (1984). “Nonpoint sources of pollution in the United States.” U.S. EPA Rep. to Congress, Washington, D.C.
Walker, T. A., Allison, R. A., Wong, T. H. F., and Wootton, R. M. (1999). “Removal of suspended solids and associated pollutants by a CDS gross pollutant trap.” Rep. No. 99/2, Cooperative Research Centre for Catchment Hydrology, Univ. of Canberra, Australia, 32.
Wesley, L. D. (2001). “Determination of specific gravity and void ratio of pumice materials.” Geotech. Test. J., 24, 418–422.
Wong, T. H. F. (1997). “Continuous deflective separation: Its mechanism and applications.” Proc., 70th Water Environment Federation Conf., Water Environment Federation, Alexandria, Va., 1–12.
Ying, G., and Sansalone, J. (2008). “Granulometric relationships for urban source area runoff as a function of hydrologic event classification and sedimentation.” Water, Air, Soil Pollut., 193(1–4), 229–246.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 136Issue 12December 2010
Pages: 1321 - 1330

History

Received: Jun 27, 2009
Accepted: Jun 1, 2010
Published online: Jun 3, 2010
Published in print: Dec 2010

Permissions

Request permissions for this article.

Authors

Affiliations

B. Liu
Doctoral Researcher, Dept. of Environmental Engineering Sciences, Univ. of Florida, 218 Black Hall, Gainesville, FL 32611.
G. Ying
Research Scientist, Dept. of Environmental Engineering Sciences, Univ. of Florida, 218 Black Hall, Gainesville, FL 32611.
J. Sansalone, M.ASCE [email protected]
Professor, Dept. of Environmental Engineering Sciences, Univ. of Florida, 218 Black Hall, Gainesville, FL 32611 (corresponding author). E-mail: [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