TECHNICAL PAPERS
Aug 16, 2004

In Situ Partial Exfiltration of Rainfall Runoff. I: Quality and Quantity Attenuation

This article has a reply.
VIEW THE REPLY
Publication: Journal of Environmental Engineering
Volume 130, Issue 9

Abstract

Rainfall runoff impacted by anthropogenic activities transports significant quantities of particulate, aqueous, and complexed constituents. These diffuse, unsteady, and stochastic event-based loadings are unique challenges for water quality (concentration, mass) and quantity control (volume, peak flow). While many infiltration/exfiltration structural best management practices (BMPs) or low impact development practices are implemented, few in situ data sets are examined for actual events and temporal-based BMP behavior, in part due to costs of such examinations. Fewer studies provided a statistical and mechanistic interpretation for event-based BMP performance. The design, water quality, and quantity functions of a partial exfiltration reactor (PER) utilizing Fe-coated sand is examined specifically across three water quality type rainfall-runoff events over a 10-month period. Reduction of total concentrations for metals (Zn, Pb, Cu, and Cd), ranged from 24 to 93%, while total mass reductions ranged from 57 to 98% due to exfiltration. Reduction in total suspended solids concentrations ranged from 23 to 86% while reduction in total mass ranged from 69 to 96%. Chemical oxygen demand concentrations reductions ranged from 37 to 70%. Storm water volume reductions ranged from 55 to 70% through variably saturated exfiltration to surrounding clayey glacial till soils (Ksat=10-6cm/s), while peak flow reductions ranged from 36 to 85%. Results of statistical analysis indicate that a passive downflow PER is capable of functioning as an in situ water quality and quantity control BMP for rainfall runoff. Results indicate that as structural and nonstructural controls are implemented, monitoring, examination, and understanding of event-based and life-cycle performance are critical to achieve both quantity and quality goals.

Get full access to this article

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

References

American Public Health Association (1992). Standard methods for the examination of water and wastewater, Water Environment Federation, 18th Ed., A. Greenberg, L. Clesceri, and A. Eaton, eds., Washington, D.C.
Colandini, V.(1999). “Effects of a porous pavement with reservoir structure on runoff water: Water quality and fate of heavy metals.” Water Sci. Technol., 39(2), 111–117.
Colandini, V., Legret, M., Broussard, Y., and Balades, J.(1995). “Metallic pollution in clogging materials of urban porous pavements.” Water Sci. Technol., 32(1), 57–62.
Cusimano, R. F., Brakke, D. F., and Chapman, G. A.(1986). “Effects of pH on the toxicities of cadmium, copper, and zinc to steelhead trout (Salmo gairdneri).” Can. J. Fish. Aquat. Sci., 43, 1497–1503.
Federal Highway Administration (FWHA). (1984). “Sources and migration of highway runoff pollutants.” FHWA Executive Summary Vol. 1 Rep. No. FHWA/RD-84/057, Washington, D.C.
Field, R., Masters, H., and Singer, M.(1982). “An overview of porous pavement research.” Water Resour. Bull., 18(2), 265–270.
Geldof, G., Jacobsen, P., and Fujita, S.(1994). “Urban storm water in-filtration perspectives.” Water Sci. Technol., 29(1–2), 245–254.
Huber, W. (1993). “Contaminant transport in surface water,” Handbook of hydrology, D. R. Maidment, ed., McGraw–Hill, New York, 14.1–14.50.
Jeffcoat, H. H., Kilpatrick, F. A., Atkins, J. B., and Pearman, J. L. (1992). “Effectiveness of Highway Interdrain.” US Geological Survey Water Resources Investigations Rep. No. 92-4147, FHWA, U.S. Department of Transportation, Washington, D.C.
Li, Y., Buchberger, S. G., and Sansalone, J. J.(1999). “Variably saturated flow in storm-water partial exfiltration trench.” J. Environ. Eng., 125(6), 556–565.
Liu, D., Teng, Z., Sansalone, J. J., and Cartledge, F. K.(2001). “Surface characteristics of sorptive-filtration storm-water media. II: Higher specific gravity (ρs>1.0) oxide-coated media.” J. Environ. Eng., 127(10), 879–888.
Miller, J., Akhter, H., Cartledge, F. K., and McLearn, M.(2000). “Treatment of arsenic-contaminated soils. II: Treatability study and remediation.” J. Environ. Eng., 126(11), 1004–1012.
Musson, S. E., Jang, Y. C., Townsend, T. G., and Chung, I. H.(2000). “Characterization of lead leachability from cathode ray tubes using the toxicity characteristic leaching procedure.” Environ. Sci. Technol., 34(20), 4376–4381.
Niemczynowicz, J. (1989). “Swedish way to stormwater enhancement by source control.” Urban stormwater enhancement-source control, retrofitting, and combined sewer technology, Urban Water Resource Research Council, American Society of Engineers, New York, 156–158.
Price, F., and Yonge, D. (1995). “Enhancing contaminant removal in storm water detention basins by coagulation.” Transp. Res. Rec. 1483, Transportation Research Board, Washington, D.C., 105–111.
Sansalone, J. J.(1999). “Adsorptive-infiltration of metals in urban drainage—media characteristics.” Sci. Total Environ., 235, 179–188.
Sansalone, J. J., and Buchberger, S. G.(1997). “Partitioning and first flush of metals in urban roadway storm water.” J. Environ. Eng., 123(2), 134–143.
Sansalone, J. J., Koran, J. M., Smithson, J. A., and Buchberger, S. G. (1998). “Physical particle characteristics of urban roadway solids transported during rain.” J. Environ. Eng., 124(5), 427–440.
U.S. Environmental Protection Agency (USEPA). (1990). Test methods for evaluating solid waste, physical/chemical methods, 3rd Ed., Final Update, Washington, D.C.
Wei, Y. L., Yang, Y. W., and Cheng, N.(2001). “Study of thermally immobilized Cu in analogue minerals of contaminated soils.” Environ. Sci. Technol., 35(2), 416–421.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 130Issue 9September 2004
Pages: 990 - 1007

History

Received: Oct 7, 2002
Accepted: Mar 27, 2003
Published online: Aug 16, 2004
Published in print: Sep 2004

Permissions

Request permissions for this article.

Authors

Affiliations

John Sansalone, M.ASCE
Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3502 CEBA Building, Baton Rouge, LA 70803 (corresponding author).
Zheng Teng, M.ASCE
Dept. of Civil and Environmental Engineering, Louisiana State Univ., 3502 CEBA Building, Baton Rouge, LA 70803.

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