Technical Papers
Feb 5, 2014

Turbidity in Highway Construction Site Runoff: Preparing for Numerical Effluent Limits

Publication: Journal of Environmental Engineering
Volume 140, Issue 4

Abstract

A numerical turbidity limit that will affect highway construction sites to meet a standard turbidity value in the runoff was to be implemented in 2013. Although the limit appears to be deferred to future permits, this study addresses multiple turbidity issues that are relevant in implementations of numerical limits for construction storm water quality. Background turbidity maps are created to graphically present the natural turbidity background levels in the state of Texas, and those maps are compared with the proposed numerical limit; the median value map is interpreted as supportive of a regionally adjusted numerical limit. The water and solids color effect on turbidity measurement is evaluated, in addition to the use of sample dilution to extend instrument range. Substantial turbidity measurement differences between two different types of turbidimeters (field portable and bench) is explored, and a cause is postulated. Two construction sites were monitored to develop a reasonable protocol for self-reporting, should future permits require such activity. The results suggest that adjustable numerical limits should be used in future permits if such permits require monitoring; water and solids color effects are negligible for intended application; sample dilution can extend instrument range, but diluted samples under-report turbidity; and the selection of instrumentation is nontrivial.

Get full access to this article

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

Acknowledgments

The authors would like to acknowledge the support from Amy Foster, the project director at the Texas Department of Transportation, and from Davis Melton at the Lubbock District Office. The authors also acknowledge the contributions from their colleagues Dr. Michael Barrett and Dr. Jett McFalls at the University of Texas and Texas A&M, respectively. This study was supported by the Texas Department of Transportation as part of Project No. 0-6638. The contents of this paper reflect the views of the authors, who are responsible for the facts and accuracy of the data presented. The contents do not necessarily reflect official views or policies of the U.S. Department of Transportation, the U.S. Environmental Protection Agency, or the Texas Department of Transportation. This paper does not constitute a standard, specification, or regulation.

References

Anderson, C. W. (2005). “Turbidity.” Chapter A6, Field measurements, F. D. Wilde, ed., U.S. Geological Survey Techniques of Water-Resources Investigations, Reston, VA.
ArcGIS version 9.3 [Computer software]. ESRI, Redlands, CA.
Clesceri, L. S., Greenber, A. E., and Eaton, A. D. (1998). “Physical and aggregate properties.” Standard methods for the examination of water and wastewater, 20th Ed., United Book Press, Baltimore, 2–8–2–60.
Downing, J. (2005). “Turbidity monitoring.” Chapter 24, Environmental instrumentation and analysis handbook, R. D. Down and J. H. Lehr, eds., Wiley, Hoboken, NJ, 511–546.
“Effluent limitations guidelines and standards for the construction and development point source category.” (2012). Federal Register, 77(1), 112–123.
Ginting, D., and Mamo, M. (2006). “Measuring runoff-suspended solids using an improved turbidometer method.” J. Environ. Qual., 35(3), 815–823.
Gippel, C. J., Rieger, W. J., and Olive, L. J. (1991). “The effect of particle size and water colour on turbidity.” Int. Hydrology and Water Resources Symp., Institution of Engineers, Sydney, Australia.
Hach. (2003). Portable turbidimeter model 2100P ISO instrument and procedure manual, Loveland, CO.
Hach. (2008). Model 2100N laboratory turbidimeter instruction manual, Loveland, CO.
Murphy, H. (2011). “Evaluation of turbidity in highway construction runoff in Texas.” M.S. thesis, Texas Tech Univ., Lubbock, TX.
Murphy, H., Cleveland, T. G., and Morse, A. N. (2011). “Background turbidity levels for the state of Texas.” Proc., Fall Texas Section Meeting, ASCE, Reston, VA.
Pruitt, B. A. (2002). “Uses of turbidity by states and tribes.” Proc., Federal Interagency Workshop on Turbidity and Other Sediment Surrogates, U.S. Geological Survey, Denver, CO, 31–46.
Sadar, M. J., and Engelhardt, T. L. (2011). Determining correlation of nephelometric turbidity measurement to suspended solids in industrial samples, Hach, Loveland, CO.
Sutherland, T. F., Lane, P. M., Amos, C. L., and Downing, J. (2000). “The calibration of optical backscatter sensors for suspended sediment of varying darkness levels.” Mar. Geol., 162(2–4), 587–597.
U.S. Environmental Protection Agency (USEPA). (2009). “Effluent limitations guidelines and standards for the construction and development point source category.” Federal Register, 74(229), 62995–63058.

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 140Issue 4April 2014

History

Received: Aug 1, 2012
Accepted: Nov 14, 2013
Published online: Feb 5, 2014
Published in print: Apr 1, 2014
Discussion open until: Jul 5, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Holly L. Murphy [email protected]
Engineer-I, Freese and Nichols, 4055 International Plaza, Suite 200, Fort Worth, TX 76109. E-mail: [email protected]
Audra N. Morse [email protected]
M.ASCE
Associate Dean for Undergraduate Studies, Edward E. Whitacre Jr. College of Engineering, Texas Tech Univ., P.O. Box 43103, Lubbock, TX 79409. E-mail: [email protected]
Theodore G. Cleveland [email protected]
M.ASCE
Associate Professor, Civil and Environmental Engineering, Texas Tech Univ., P.O. Box 41023, Lubbock, TX 79409 (corresponding author). 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