TECHNICAL PAPERS
Sep 1, 2005

Particle Size Distribution in Highway Runoff

Publication: Journal of Environmental Engineering
Volume 131, Issue 9

Abstract

Particles in highway runoff contain various sorbed pollutants, and many best management practices (BMPs) are selected for particle removal efficiency, which makes particle size distribution a crucial BMP design parameter. Particles between 2 and 1,000μm in diameter were quantified for three rainfall events during the 2002–2003 rainy season at three highway sites in west Los Angeles. Rainfall, runoff flow rate, and a large suite of water quality parameters were also measured. An experimental protocol was developed for bottle cleaning, sample storage, and mixing that provided repeatable results. Particle aggregation occurred which required samples to be analyzed in less than 6h ; the concentration of small particles decreased with a corresponding increase in the concentration of larger particles in stored samples. The particle concentration decreased as the storm progressed and the number of large particles decreased more rapidly than the total number of particles. Particles demonstrated a strong first flush. On average, 40% of the particles were discharged in the first 20% of the runoff volume.

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Acknowledgments

This study was supported in part by the California Department of Transportation (Caltrans). The writers are grateful for their continuous support.

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Information & Authors

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Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 9September 2005
Pages: 1267 - 1276

History

Received: Aug 14, 2003
Accepted: Feb 3, 2004
Published online: Sep 1, 2005
Published in print: Sep 2005

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Authors

Affiliations

Yingxia Li
PhD Candidate, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593.
Sim-Lin Lau
Research Engineer, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593.
Masoud Kayhanian, M.ASCE
Associate Director, Center for Environmental and Water Resources Engineering, Dept. of Civil and Environmental Engineering, Univ. of California, Davis, CA 95616.
Michael K. Stenstrom, F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA 90095-1593 (corresponding author). E-mail: [email protected]

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