TECHNICAL PAPERS
Jan 16, 2004

Partitioning Analog for Metal Elements in Urban Rainfall-Runoff Overland Flow Using the Soil Conservation Service Curve Number Concept

Publication: Journal of Environmental Engineering
Volume 130, Issue 2

Abstract

Employing the basic proportionality concept of the popular Soil Conservation Service curve number (SCS-CN) methodology, 12 metal elements, Zn, Cd, Pb, Ni, Mn, Fe, Cr, Mg, Al, Ca, Cu, and Na, are partitioned between dissolved and particulate bound forms. Study results are based on observed runoff-water quality data for a 300 m2 instrumented paved urban site in Cincinnati, Ohio. In the SCS-CN method, the parameter CN represents the degree of saturation (%) for a watershed loaded by a 10 in. (254 mm) base precipitation amount and leads to the derivation of (a) the seldom explored potential maximum retention (S)–curve number (CN) mapping relation, and (b) a relationship between the antecedent 5 day precipitation amount and the antecedent moisture conditions (AMC). In order to apply this metal partitioning analog, two parameters, the potential maximum desorption ψ and the partitioning curve number (PCN), are postulated as analogous to the SCS-CN parameters S and CN, respectively. These parameters are introduced, along with ψ-PCN and ψ-ADP, where ADP is the antecedent dry period similar to the AMC. Based on these parameters analogous relationships are developed. During a rainfall-runoff event at the upper end of the urban watershed (residence times of less than 1 h), ψ was found to depend on the alkalinity and pH of the rainfall runoff for a given set of physical and chemical particulate characteristics and residence time. The PCN-based ranking of metals is found to be in general agreement with that available in the literature.

Get full access to this article

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

References

Armstrong, L. J. (1994). “Contribution of metal species to storm water from automotive disc brake pad wear.” Rep. for Santa Clara Valley Nonpoint Source Pollution Control Program, Woodward-Clyde Consultants, 1–37.
Ball, D., Hamilton, R., and R. Harrison (1991). “The influence of highway-related pollutants on environmental quality.” Highway Pollution, R. Hamilton and R. Harrison, eds., Elsevier, New York, 1–47.
Buffle, J., Perret, D., and Newman, M. (1992). “The use of filtration and ultrafiltration for size fractionation of aquatic particles, colloids and macromolecules.” Environmental Particles, Vol. 1, J. Buffle and H. P. van Leewen, eds., Lewis, Boca Raton, Fla.
Chen, Cheng-lung. (1982). “An evaluation of the mathematics and physical significance of the soil conservation service curve number procedure for estimating runoff volume.” Rainfall-runoff relationship, V. P. Singh, ed. Water Resources Publications, Littleton, Colo.
Foster, I. D. L., and Charlesworth, S. M.(1996). “Metal species in the hydrological cycle: Trends and explanation.” Hydrolog. Process., 10, 227–261.
Glenn, D. W., Liu, D., and Sansalone, J. J. (2001). “Influence of highway runoff chemistry, hydrology, and residence time on non-equilibrium partitioning of metal species.” Transportation Research Record, 1720, Transportation Research Board, Washington, D.C., 129–140.
Hamilton, R. S., and Harrison, R. M. (1991). Highway pollution, Elsevier, New York.
Hawkins, R. H.(1993). “Asymptotic determination of runoff curve numbers from data.” J. Irrig. Drain. Eng., 119(2), 334–345.
Klein, L. A., Lang, M., Nash, N., and Kirschner, S. L.(1974). “Sources of metals in New York city wastewater.” J. Water Pollut. Control Fed., 46(12), 2653–2662.
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.
Lygren, E., Gjessing, E., and Berglind, L.(1984). “Pollution transport from a highway.” Sci. Total Environ., 33, 147–159.
McBride, M. (1994). Environmental chemistry of soils, Oxford University Press, New York.
Mishra, S. K., and Singh, V. P.(1999). “Another look at SCS-CN method.” J. Hydrologic Eng., 4(3), 257–264.
Mishra, S. K., and Singh, Vijay P.(2000). “Closure to ‘Another look at the SCS-CN method’ by S. K. Mishra and V. P. Singh.” J. Hydrologic Eng., 6(4), 452.
Muschack, W.(1990). “Pollution of street runoff by traffic and local conditions.” Sci. Total Environ., 93, 419–431.
O’Connor, D. J.(1988). “Models of sorptive toxic substances in freshwater systems, I: Basic equations.” J. Environ. Eng., 114(3), 507–532.
Ponce, V. M., and Hawkins, R. H.(1996). “Runoff curve number: Has it reached maturity?” J. Hydrologic Eng., 1(1), 11–19.
Rallison, R. E., and Miller, N. (1982). “Past, present, and future SCS runoff procedure.” Rainfall-Runoff Relationship, V. P. Singh, ed., Water Resources Publication, Littleton, Colo.
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., and Glenn, D. W., III. (2000). “Temporal variations in metal species partitioning and loading in urban pavement sheet flow: Implications for in-situ treatment design.” Transportation Research Record, 1720, Transportation Research Board, Washington, D.C., Paper No. OO-0354.
Sansalone, J. J., Koran, J. M., Smithson, J. A., and Buchberger, S. G.(1998). “Physical characteristics of urban roadway solids transported during rain.” J. Environ. Eng., 125(5), 427–440.
Sansalone, J. J., and Tribouillard, T. (1999). “Variation in characteristics of abraded roadway particles as a function of particle size—Implications for water quality and drainage.” Transportation Research Record 1690, Transportation Research Board, Washington, D.C., 153–163.
Soil Conservation Service (SCS). (1956, 1971). “Hydrology.” National engineering handbook, Suppl. A, Sec. 4, Chap. 10, Soil Conservation Service, USDA, Washington, D.C.
Soil survey of Hamilton County. (1982). USDA, Washington D.C.
Stumm, W. (1992). Chemistry of the solid-water interface, Wiley, New York.
Stumm, W. and Morgan, J. J. (1996). Aquatic chemistry, Wiley, New York.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 130Issue 2February 2004
Pages: 145 - 154

History

Received: Nov 8, 2000
Accepted: May 23, 2002
Published online: Jan 16, 2004
Published in print: Feb 2004

Permissions

Request permissions for this article.

Authors

Affiliations

S. K. Mishra
Researcher, National Institute of Hydrology, Roorkee 247 667 UP, India.
J. J. Sansalone, M.ASCE
Associate Professor, Civil and Environmental Engineering, 3502 CEBA Building, Louisiana State Univ., Baton Rouge, LA 70803 (corresponding author).
Vijay P. Singh, F.ASCE
Professor, Civil and Environmental Engineering, Louisiana State Univ., 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