Abstract

Field installations of two iron-enhanced sand filters (IESFs), designed to remove phosphate and particulates from stormwater runoff, were monitored and maintained for 1–3 years. One application, a traditional IESF in an agricultural watershed, retained over 64% of the influent phosphate load, whereas the second, a pond perimeter IESF in a developing suburban watershed, retained 26%. The measured average effluent event mean concentration (EMC) for the traditional IESF was 56.1  μg/L. All events exhibited positive removal of phosphate (i.e., effluent loads<influent loads). In contrast, the measured percent phosphate retained for the pond perimeter IESF in 2013, 2014, and 2015 was 18, 25, and 45%, respectively. In addition, the average effluent EMC for the 3 years was 64.1, 54.2, and 19.9  μg/L, respectively. Half of the events (14 of 28) were found to have negative removal (i.e., effluent loads>influent loads). Events with negative removal tended to be smaller events with low influent phosphate concentrations (3.739.4  μg/L). Nonroutine maintenance improved the hydraulic performance of the pond perimeter IESF and, after a rinsing event, also improved phosphate retention rates to an average of 45%. There are believed to be at least two reasons for this difference in performance between the two IESFs: First, the traditional IESF was treating agricultural tile drainage with a low particulate phosphorus concentration, while the pond-perimeter IESF had a degrading mat of filamentous algae transported onto the surface, creating a source of phosphate that was not quantified. Second, the pond-perimeter IESF had treated a relatively large volume of water for its size, resulting in substantial flow-through in the filter within 5 years of operation. This is greater than anticipated for an IESF, and may have partially caused the reduction in performance.

Get full access to this article

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

References

APHA/AWWA/WEF (American Public Health Association, American Water Works Association, and Water Environment Federation). (1998). “4500-P phosphorus.” Standard methods for the examination of water and wastewater, L. S. Clesceri, A. E. Greenberg, and A. D. Eaton, eds., APHA, Washington, DC., 4-139–4-155.
ASTM. (2002). “Standard specification for concrete aggregates.”, West Conshohoken, PA.
Erickson, A. J., and Gulliver, J. S. (2010). “Performance assessment of an iron-enhanced sand filtration trench for capturing dissolved phosphorus.” ⟨http://library.safl.umn.edu/docs/pr/pdf/pr549.pdf⟩ (Aug. 31, 2015).
Erickson, A. J., Gulliver, J. S., and Weiss, P. T. (2007). “Enhanced sand filtration for storm water phosphorus removal.” J. Environ. Eng., 485–497.
Erickson, A. J., Gulliver, J. S., and Weiss, P. T. (2012). “Capturing phosphates with iron enhanced sand filtration.” Water Res., 46(9), 3032–3042.
Erickson, A. J., Weiss, P. T., and Gulliver, J. S. (2013). Optimizing stormwater treatment practices: A handbook of assessment and maintenance, Springer, New York.
Erickson, A. J., Weiss, P. T., and Gulliver, J. S. (2015). “Monitoring an iron-enhanced sand filter trench for the capture of phosphate from stormwater runoff.”, St. Anthony Falls Laboratory, Univ. of Minnesota, Minneapolis.
Kayhanian, M., Suverkropp, C., Ruby, A., and Tsay, K. (2007). “Characterization and prediction of highway runoff constituent event mean concentration.” J. Environ. Manage., 85(2), 279–295.
Maestre, M., and Pitt, R. (2005). A compilation and analysis of NPDES stormwater monitoring information, Office of Water, U.S. Environmental Protection Agency, Washington, DC.
Schindler, D. W. (1977). “Evolution of phosphorus limitation in lakes: Natural mechanisms compensate for deficiencies of nitrogen and carbon in eutrophied lakes.” Science, 195(4275), 260–262.
Stumm, W., and Morgan, J. J. (1981). Aquatic chemistry: An introduction emphasizing chemical equilibria in natural waters, Wiley, New York, 780.
USEPA (U.S. Environmental Protection Agency). (1999). “Preliminary data summary of urban storm water best management practices.” EPA-821-R-99-012, Washington, DC.
USEPA (U.S. Environmental Protection Agency). (2016). “Specific state causes of impairment.” ⟨https://iaspub.epa.gov/waters10/attains_nation_cy.cause_detail_303d?p_cause_group_id=792⟩ (Oct. 4, 2016).
Villemonte, J. (1947). “Submerged weir discharge studies.” Engineering News Record, Dec. 25.
Weather Underground. (2015). “Weather forecasts & reports—Long range & local.” ⟨http://www.wunderground.com⟩ (Aug. 31, 2015).

Information & Authors

Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 144Issue 1January 2018

History

Received: Dec 9, 2016
Accepted: Jun 21, 2017
Published online: Nov 15, 2017
Published in print: Jan 1, 2018
Discussion open until: Apr 15, 2018

Permissions

Request permissions for this article.

Authors

Affiliations

Research Associate, St. Anthony Falls Laboratory, Univ. of Minnesota, Minneapolis, MN 55455 (corresponding author). ORCID: https://orcid.org/0000-0002-6661-5601. E-mail: [email protected]
Peter T. Weiss, M.ASCE [email protected]
Professor, Dept. of Civil Engineering, Valparaiso Univ., Valparaiso, IN 46383. E-mail: [email protected]
John S. Gulliver, F.ASCE [email protected]
Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis, MN 55414. 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