TECHNICAL PAPERS
Dec 6, 2010

Sediment Monitoring Bias by Automatic Sampler in Comparison with Large Volume Sampling for Parking Lot Runoff

Publication: Journal of Irrigation and Drainage Engineering
Volume 137, Issue 4

Abstract

A field study was conducted to assess biases of suspended sediment concentration (SSC) analyses (ASTM Standard D3977-97) performed on discrete samples obtained by automatic sampler in comparison with actual sediment concentrations from large volume sampling. Research results indicate that the biases attributed to the monitoring of sediment event mean concentration (EMC) and median particle size in parking lot runoff by automated samplers (nonisokinetic) were minimal. Large volume samples (15,000L) of the first-flush event runoff were taken from a storm-water sewer system for eighteen storm events over two years. The intent was to obtain a complete portion of a storm to accurately determine EMCs and particle size distributions (PSDs). Concurrently, flow-weighted discrete samples were obtained by automatic samplers for the same portion of the events. Thus, characteristics of sediments from a whole-storm sample were compared with those of subsamples obtained by an automatic sampler using nonisokinetic sampling. SSCs and PSDs were compared for the two respective field sampling methods. The two methods showed a strong correlation for median sediment EMCs (R2=0.98, n=18). Biases to particle size distributions were found to be both for the large particles (>75150μm) and smaller fines (<25μm). Specific sediment size fractions captured by the large volume sampling and automatic sampler were not significantly different (α=0.05) for D50, which = 58 and 46μm, respectively.

Get full access to this article

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

References

ASTM. (1988). “Standard practice for wet preparation of soil samples for particle size analysis and determination of soil constants.” D2217-85, West Conshohocken, PA.
ASTM. (2000). “Standard test methods for determining sediment concentration in water samples.” D3977-97, West Conshohocken, PA.
ASTM. (2002). “Standard test method for particle-size analysis of soils.” D422, West Conshohocken, PA.
ASTM. (2010). “Standard test methods for specific gravity of soil solids by water pycnometer.” D854-10, West Conshohocken, PA.
Aryal, R. K., Furumai, H., Nakajima, F., and Boller, M. (2006). “Characteristics of particle-associated PAHs in a first flush of a highway runoff.” Water Sci. Technol., 53(2), 245–251.
Charbeneau, R. J., and Barrett, M. E. (1998). “Evaluation of methods for estimating stormwater pollutant loads.” Water Environ. Res., 70(7), 1295–1302.
Eads, R. E., and Thomas, R. B. (1983). “Evaluation of a depth proportional intake device for automatic pumping samplers.” J. Am. Water Resour. Assoc., 19(2), 289–292.
EPA. (1992). “NPDES stormwater sampling guidance document.” EPA 833-92-001, Office of Wastewater Enforcement and Compliance, Washington, DC.
EPA. (1993). “Guidance specifying management measures for sources of nonpoint pollution in coastal waters.” EPA 840-B-92-002, Washington, DC.
EPA. (2002). “National management measures to control nonpoint source pollution from urban areas.” EPA 8421-B-02-003, Office of Water, Washington, DC.
EPA and ASCE. (2002). “Urban stormwater BMP performance monitoring.” EPA-821-B-02-001, Washington, DC.
Furumai, H., Balmer, H., and Boller, M. (2002). “Dynamic behavior of suspended pollutants and particle size distribution in highway runoff.” Water Sci. Technol., 46(11–12), 413–418.
Gray, J. G., Glysson, D., Turcious, L. M., and Schwarz, G. E. (2000). “Comparability of suspended-sediment concentration and total suspended solids data.” Water-Resources Investigations, Rep. No. 00-4191, United States Geological Survey (USGS), Reston, VA.
Guo, Q. (2007). “Effect of particle size on difference between TSS and SSC measurements.” Proc., World Environmental & Water Resources Congr., ASCE, Reston, VA.
Horowitz, A. J. (2008). “Determining annual suspended sediment and sediment-associated trace element and nutrient fluxes.” Sci. Total Environ., 400(1–3), 315–343.
Huber, W. (1993). “Contaminant transport in surface water.” Handbook of hydrology, McGraw-Hill, Columbus, OH, 14.1–14.50.
ISO. (2009). “Particle size analysis—laser diffraction methods.” ISO 13320:2009, Geneva.
Kayhanian, M., Rasa, E., Vichare, A., and Leatherbarrow, J. E. (2008). “Utility of suspended solid measurements for storm-water runoff treatment.” J. Environ. Eng., 134(9), 712–721.
Kim, J.-Y., and Sansalone, J. J. (2008). “Event-based size distributions of particulate matter transported during urban rainfall-runoff events.” Water Res., 42(10–11), 2756–2768.
Li, Y., Lau, S.-L., Kayhanian, M., and Stenstrom, M. K. (2005). “Particle size distribution in highway runoff.” J. Environ. Eng., 131(9), 1267–1276.
Li, Y., Lau, S., Kayhanian, M., and Stenstrom, M. (2006). “First flush and natural aggregation of particles in highway runoff.” Water Sci. Technol., 54(11–12), 21–7.
Pitt, R. E., and Maestre, A. (2005). “National stormwater quality database (NSQD), Version 1.1.” 〈http://unix.eng.ua.edu/~rpitt/Research/ms4/Paper/Mainms4paper.html〉 (Jan. 20, 2009).
Roesner, L. A., and Pruden, A. (2007). “Improved protocol for classification and analysis of stormwater-borne solids.” Rep. No. 04-SW-4, Water Environment Research Foundation (WERC), Alexandria, VA.
Roseen, R. M., Ballestero, T. P., Houle, J. J., Avellaneda, P., Wildey, R., and Briggs, J. F. (2006). “Performance evaluations for a range of stormwater LID, conventional structural, and manufactured treatment strategies for parking lot runoff under varied mass loading conditions.” Transp. Res. Rec., 1984, 135–147.
Sansalone, J., and Buchberger, S. (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 characteristics of urban roadway solids transported during rain events.” J. Environ. Eng., 124(5), 427–440.
Sansalone, J., and Tribouillard, T. (1999). “Variation in characteristics of abraded roadway particles as a function of particle size: Implications for water quality and drainage.” Transp. Res. Rec., 1690, 153–163.
Stenstrom, M., and Kayhanian, M. (2005). “First flush phenomenon characterization.” CTSW-RT-05-73-02.6, California Dept. of Transportation, Div. of Environmental Analysis, Sacramento, CA.
Technology Acceptance Reciprocity Partnership (TARP). (2003). “TARP Tier II guidance document: Protocol for stormwater best management practice demonstrations.” N.J. Dept. of Environmental Protection (NJDEP), Trenton, NJ.
Teledyne Isco. (2001). “6700 FR refrigerated sampler instruction manual.” Lincoln, NE.
USGS. (1998). “Guidance for collecting discharge-weighted samples in surface water using an isokinetic sampler.” OWQ 99.02, Office of Water Quality, Reston, VA.
Washington State Dept. of Ecology (WA DOE). (2008). “Technology assessment protocol—Ecology (TAPE),” Water Quality Program, Olympia, WA.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 137Issue 4April 2011
Pages: 251 - 257

History

Received: Sep 1, 2009
Accepted: Nov 24, 2010
Published online: Dec 6, 2010
Published in print: Apr 1, 2011

Permissions

Request permissions for this article.

Authors

Affiliations

Robert M. Roseen, Ph.D., M.ASCE [email protected]
P.E., D.WRE
Director, The UNH Stormwater Center, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824 (corresponding author). E-mail: [email protected]
Thomas P. Ballestero, Ph.D., M.ASCE [email protected]
P.E., P.H.
Associate Professor, Dept. of Civil Engineering; Principal Investigator, The UNH Stormwater Center, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824. E-mail: [email protected]
George D. Fowler [email protected]
Graduate Research Assistant, Water Resources, Dept. of Civil Engineering, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824. E-mail: [email protected]
Qizhong Guo, Ph.D., M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Rutgers Univ., 623 Bowser Rd., Piscataway, NJ 08854. E-mail: [email protected]
James Houle, M.A. [email protected]
Facility Manager, The UNH Stormwater Center, Univ. of New Hampshire, 35 Colovos Rd., Durham, NH 03824. 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