TECHNICAL PAPERS
May 1, 1998

Physical Characteristics of Urban Roadway Solids Transported during Rain Events

Publication: Journal of Environmental Engineering
Volume 124, Issue 5

Abstract

Urban stormwater runoff from paved surfaces transports a wide gradation of solids ranging in size from smaller than 1 μm to greater than 10,000 μm. This study measured physical characteristics of solids transported in lateral pavement sheet flow from a heavily traveled roadway in Cincinnati. Particles smaller than 25 μm were counted and sized using a light obscuration particle counter. Particles larger than 25 μm were separated mechanically to generate particle size distributions. Solids in the 2–8 μm range generated the largest counts and were rapidly washed from the pavement. LPSF rate and duration controlled yield and size of transported solids. Particle transport was mass limited during long duration high intensity events, but flow limited during intermittent low intensity events with high traffic. Particle counts exhibited a first flush from the pavement. Specific surface area generally increased with decreasing particle size, but measured values deviated from the monotonic pattern expected for spherical particles. Particles 425 to 850 μm in size contributed the greatest total surface area. Results provide guidance for assessment of the impact of urban runoff water quality and for design of in situ treatment strategies.

Get full access to this article

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

References

1.
American Society for Testing and Materials. (1990). “Standard test method for particle-size analysis of soils.”ASTM D422-63, Philadelphia, Pa.
2.
American Society for Testing and Materials. (1993). “Standard practice for dry preparation of soil samples for particle-size analysis and determination of soil constants.”ASTM D421-85, Philadelphia, Pa.
3.
American Water Works Association. (1992). “Evaluation of particle counting as a measure of treatment plant performance.” AWWA Res. Found.
4.
Bowles, J. E. (1992). Engineering properties of soils and their measurement. (4th Ed.), McGraw-Hill Inc., New York, N.Y.
5.
Calgon Carbon Corporation. (1995). F400 specification sheet. Pittsburgh, Pa.
6.
Carter, D. L., Heilman, M. D., and Gonzalez, C. L. (1965). “Ethylene glycol monoethyl ether for determining surface area of silicate minerals.”Soil Sci., 356–360.
7.
Carter, D. L., Mortland, M. M., and Kemper, W. D. (1986). “Specific surface.”Methods of soil analysis. Am. Soc. of Agronomy, Soil Sci. Soc. of Am., Madison, Wis.
8.
Chui, T., Mar, B., and Horner, R.(1982). “Pollutant loading model for highway runoff.”J. Envir. Engrg. Div., ASCE, 108(6), 1193–1210.
9.
Das, B. M. (1992). Principles of geotechnical engineering, (3rd Ed.). PWS Publishing Co.
10.
Foster, I. D., and Charlesworth, S. M.(1996). “Heavy metals in the hydrologic cycle: Trends and explanations.”Hydrological Processes, 10, 227–261.
11.
Greenburg, A., Clesceri, L., and Eaton, A., eds. (1995). Standard methods for the examination of water and wastewater (19th Ed.) Am. Public Health Assn., Washington, D.C.
12.
Grottker, M.(1987). “Runoff quality from a street with medium traffic loading.”Sci. of the Total Envir., 59, 457–466.
13.
Grottker, M.(1990). “Pollutant removal by gully pots in different catchment areas.”Sci. of the Total Envir., 93, 515–522.
14.
Harrison, R., and Wilson, S.(1985). “The chemical composition of highway drainage waters. I: Major ions and selected trace metals.”Sci. of the Total Envir., 43, 63–77.
15.
Huber, W. (1993). “Contaminant transport in surface water.” D. R. Maidment, ed., Handbook of hydrology, McGraw-Hill Inc., New York, N.Y., 14.1–14.50.
16.
Irish, L., Lesso, W., Barrett, M., Malina, J., Charbeneau, R., and Ward, G. (1995). “An evaluation of the factors affecting the quality of highway runoff in the Austin, Texas, area.”Tech. Rep. CRWR 264, Univ. of Texas, Austin, Tex.
17.
Klein, L. A., Lang, M., Nash, N., and Kirschner, S. L.(1974). “Sources of metals in New York City wastewater.”J. Water Pollution Control Federation, 46(12), 2653–2662.
18.
Kobriger, N. P., and Geinopolos, A. (1984). “Sources and migration of highway runoff pollutants.”Rep. FHWA/RD-84/059 (PB86-227915), U.S. Dept. of Transp., Fed. Hwy. Admin., Washington, D.C.
19.
McDowell-Boyer, L. M., Hunt, J. R., and Sitar, N.(1986). “Particle transport through porous media.”Water Resour. Res., 22(13), 1901–1921.
20.
Morrison, G., Revitt, D., Ellis, J., Svensson, G., and Balmer, P.(1984). “Variation of dissolved and suspended solid heavy metals through an urban hydrograph.”Envir. Technol. Letters, 7, 313–318.
21.
Muschack, W.(1990). “Pollution of street run-off by traffic and local conditions.”Sci. of the Total Envir., 93, 419–431.
22.
Price, F., and Yonge, D. (1995). “Enhancing contaminant removal in stormwater detention basins by coagulation.”Transp. Res. Rec. 1483, 105–111.
23.
Roberts, A. H., Ellis, J. B., and Whalley, W. B. (1988). “The progressive alteration of fine sediments along an urban storm drain.”Water Resour., (22)6, 775–781.
24.
Sansalone, J. J., Buchberger, S. G., and Koechling, M. (1995). “Correlations between heavy metals and suspended solids in highway runoff: Implications for control strategies.”Transp. Res. Rec. 1483, 112–119.
25.
Sansalone, J. J., and Buchberger, S. G.(1997). “Partitioning and first flush of metals and solids in urban highway runoff.”J. Envir. Engrg. Div., ASCE, 123(2), 134–143.
26.
Sartor, J. D., and Boyd, G. B. (1972). “Water pollution aspects of street surface contaminants.”Rep. EPA-R2-72-081, U.S. Envir. Protection Agency, Washington, D.C., 1–236.
27.
Schwertmann, U., and Cornell, R. M. (1991). Iron oxides in the laboratory. VCH Verlagsgesselschart, Weinheim, Germany.
28.
Thomson, N. R., McBean, E. A., Snodgrass, W., and Monstrenko, I. B.(1997). “Highway stormwater runoff quality: Development of surrogate parameter relationships.”Water, Air and Soil Pollution, 94, 307–347.
29.
Xanthopoulos, C., and Hahn, H. H.(1990). “Pollutants attached to particles from drainage areas.”Sci. of the Total Envir., 93, 441–448.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 124Issue 5May 1998
Pages: 427 - 440

History

Published online: May 1, 1998
Published in print: May 1998

Permissions

Request permissions for this article.

Authors

Affiliations

John J. Sansalone, Member, ASCE,
Res. Asst. Prof., Dept. of Civ. & Envir. Engrg., Univ. of Cincinnati, P.O. Box 210071, Cincinnati, OH 45221-0071.
Joseph M. Koran
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati.
Joseph A. Smithson, Member, ASCE,
Grad. Res. Asst., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati.
Steven G. Buchberger, Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Univ. of Cincinnati.

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