iron-enhanced ditch checks in roadside drainage ditches can mitigate runoff · ·...
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Iron-Enhanced Ditch Checks in Roadside
Drainage Ditches Can Mitigate Runoff
Poornima Natarajan
John S. Gulliver
University of Minnesota
Barbara Loida, Nick Olson, David Bauer,
James Michael, Scot Way
Minnesota Department of Transportation
Kristine Giga and Ryan Johnson
City of Roseville
Roadside Drainage Ditches
• Convey, infiltrate
stormwater runoff
• Ditch checks for
erosion control
– Increase water
storage, infiltration
• Water quality
functions
– Filter out solids and
associated pollutants
http://www.deldot.gov/stormwater/images2/stone_creek_dam_
full.jpg
Riprap
Ditch Check
Phosphorus: Critical Pollutant
• Total phosphorus (P)
= Particulate + Dissolved
• Dissolved P
– Bioavailable => algae bloom
– ~45% total P load in runoff (Maestre and Pitt 2005; Kayhanian et al. 2012)
– ~0.44 kg P per lane mile paved road
• Treatment requires engineered media
– Not part of typical ditch, ditch check designs
Research need: Increased dissolved P removal
• Maestre, A., and Pitt, R. (2005). The National Stormwater Quality Database, Version 1.1: A Compilation and Analysis of NPDES Stormwater Monitoring Information.
University of Alabama, Tuscaloosa, AL, and Center for Watershed Protection, Ellicott City, MD.
• Kayhanian, M., B. Fruchtman, J. S. Gulliver, C. Montanaro, E. Raniere and S. Wuertz, (2012). “Review of Highway Runoff Characteristics:: Comparative Analysis and
Universal Implications,” Water Res., 46(9), 6609-6624.
http://water.me.vccs.edu/waterplant/algaebloom.jpg
Iron-Enhanced Sand Filtration for
Stormwater Treatment
• Sand filter containing iron shavings
– Specifically for dissolved phosphorus capture
– Laboratory tests: 4.8 mg P retained/g iron (Erickson et al. 2006, 2012)
• Current Applications in MN:
– Vertical-flow sand filters
• Erickson, A. J., Gulliver, J. S. and Weiss, P. T. (2007). “Enhanced sand filtration for storm water phosphorus removal." J. Environ. Eng., 133(5), 485-497.
• Erickson, A. J., Gulliver, J. S., and Weiss, P. T. (2012). “Capturing phosphate with iron enhanced sand filtration.” Water Res., 46(9), 3032-3042.
http://www.life-treasure.com/technology.html
Photo Courtesy: Andy Erickson
Maplewood, MN
Iron shavings
Iron-Enhanced Ditch Check
• Incorporate iron-enhanced sand filter as an
“insert” in a ditch check
Applications/Advantages:
– Relatively inexpensive
– Installation in limited right-of-way, poor drainage soils
Objectives and Tasks
Design, install, and assess iron-enhanced ditch checks
for dissolved phosphorus capture in roadside ditches
• Design development
– Laboratory tests
– Full-scale design
• Construction
– Washington County (prev. MnDOT ROW) and City of
Roseville
• Performance Assessment
– Field monitoring and field testing
• Season 1 (2015)
Design Development
(Ahmed et al. 2014)
(Natarajan and Gulliver 2015)
• Laboratory prototype
– Flume tests @ SAFL• C-33 sand-iron media
• Re-design w/ coarser media
– Column tests • 92.5% Sand and 7.5% Iron (by wt)
• Ksat = 0.046 cm/s (79 in/hr)
• Two designs for MnDOT and City
of Roseville project sites
• Ahmed, F., Natarajan, P., Gulliver, J.S., Weiss, P.T. and Nieber, J.L. (2014). Assessing and Improving Pollution Prevention by Swales, Final Report 2014-30, Research
Services and Library, Office of Transportation System Management, Minnesota Department of Transportation, St Paul, MN. <http://www.lrrb.org/PDF/201430.pdf>
• Natarajan, P., and Gulliver, J.S. (2015). “Assessing iron-enhanced swales for pollution prevention.” Final Report prepared for the U.S EPA Section 319 Program and
Minnesota Pollution Control Agency. University of Minnesota Digital Conservancy, http://hdl.handle.net/11299/175560.
Site #1: Stillwater Ditch Check (prev. MnDOT ROW)
Stillwater, Washington County, MN
Drainage area = 0.74 ac
Existing soil
berm
5/2013
1 2
34
9/2014
Performance Assessment: Field Monitoring
• Sand-iron filter insert performance
– Storm events (Summer 2015)
– Composite WQ Samples
• Ortho-phosphate
• Event mean concentration
– P mass removed in treated runoff volume Sampling location
**Not drawn to scale**
Instrumentation in Monitoring well
Sampling tube from
ISCO sampler
Pressure transducer
2015 Field Monitoring ResultsStillwater Ditch Check Insert
Phosphate = ortho-P
Volume Exceedance and Phosphate Mass Reduction
Stillwater Ditch Check Insert
2015
Total Runoff Volume Treated = 68,263 L
Total Phosphate Mass Load In = 24.1 g
Cumulative Phosphate Mass Reduction = 42%
Site #2: City of Roseville Ditch Check
1.8 m L x 0.15 m W x 0.38 m H
Field Testing
• Water truck (~7600 L capacity)
• Phosphorus added to water
• ~2.5-hr tests
• Filter outflow @ 10-min (catch
and weigh method)
• Grab water samples @10- or
20-min for [ortho-P]
• 3 tests in Summer 2015
Ditch Check
Gu
tte
r
Field Testing: Test #1 Results
Upstream head at check dam = ~0.15 m (6 in)
7/24/15
Total Phosphate Mass Reduction = 49.7%
DateTest
Scenario
Volume
Input
(m3/m2)*
Phosphate
Cin
(mean)
Phosphate
Cout (mean)
Phosphate
Massin
Total Mass
Removal
Test #2
8/7/15
High head,
high P input0.25 320 µg/L 240 µg/L 0.936 g 26.7%
Test #3
8/14/15
Low head,
high P input0.22 330 µg/L 190 µg/L 0.464 g 42.2%
Upstream swale basin area = 38 m2
Iron-Enhanced Ditch Checks Can
• Increase dissolved P capture in drainage ditches
– 30 to 50% input mass load reduction
– In-series installation for greater reduction
• Improve overall and downstream WQ, mitigate
roadway runoff impact
• Long-term performance and maintenance needs yet
to be investigated
Existing Ditch Side
Filter Insert
Ditch Bottom
Lessons, Guidelines
• Proper sealing (and width) to prevent runoff bypass
• Alternate design with multiple filter socks
– Site conditions, future maintenance, cost
– Filter frame enclosure
• Quality of iron
Acknowledgements
Project Sponsors and Partners
• Minnesota Pollution Control Agency (US EPA 319 Grant)
• MN Department of Transportation
• City of Roseville
• Local Road Research Board
Project Support
• Prof. Peter Weiss, Valparaiso University
• St. Anthony Falls Laboratory (D. Christopher, C. Ellis, B. Erickson, R. Gabrielson)
• Undergraduate research assistants (D. Liddell, A. Poovey, T. Olsen, J. Pham)
Contact Information: Poornima Natarajan