Nitrogen Removal by Stormwater Management Structures: A Data Synthesis

A comprehensive synthesis of data from empirically based published studies and a widely used stormwater best management practice (BMP) database were used to assess the variability in nitrogen (N) removal performance of urban stormwater ponds, wetlands, and swales and to identify factors that may explain this variability. While the data suggest that BMPs were generally effective on average, removal efficiencies of ammonium (NH4), nitrate (NO3), and total nitrogen (TN) were highly variable ranging from negative (i.e., BMPs acting as sources of N) to 100%. For example, removal of NO3 varied from (median ±1 SD) −15 ± 49% for dry ponds, 32 ± 120% for wet ponds, 58 ± 210% for wetlands, and 37 ± 29% for swales. Across the same BMP types, TN removal was 27 ± 24%, 40 ± 31%, 61 ± 30%, and 50 ± 29%. NH4 removal was 9 ± 36%, 29 ± 72%, 31 ± 24%, and 45 ± 34%. BMP size, age, and location explained some of the variability. For example, small and shallow ponds and wetlands were more effective than larger, deeper ones in removing N. Despite well-known intra-annual variation in N fluxes, most measurements have been made over short time periods using concentrations, not flow-weighted N fluxes. Urban N export is increasing in some areas as large storms become more frequent. Thus, accounting for the full range of BMP performance under such conditions is crucial. A select number of long-term flux-based BMP studies that rigorously measure rainfall, hydrology, and site conditions could improve BMP implementation.

[1]  A. Horne,et al.  Denitrification in constructed free-water surface wetlands: I. Very high nitrate removal rates in a macrocosm study , 1999 .

[2]  Tim D. Fletcher,et al.  Stream restoration in urban catchments through redesigning stormwater systems: looking to the catchment to save the stream , 2005, Journal of the North American Benthological Society.

[3]  S. Ator,et al.  Sources, fate, and transport of nitrogen and phosphorus in the Chesapeake Bay watershed-An empirical model , 2011 .

[4]  N. Grimm Nitrogen Dynamics During Succession in a Desert Stream , 1987 .

[5]  Michael E. Dietz Low Impact Development Practices: A Review of Current Research and Recommendations for Future Directions , 2007 .

[6]  G. Likens,et al.  Transport and Transformation of Phosphorus in a Forest Stream Ecosystem , 1979 .

[7]  David J. Hirschman,et al.  Recommendations of the Expert Panel to Define Removal Rates for New State Stormwater Performance Standards , 2012 .

[8]  Michael E Barrett,et al.  Performance Comparison of Structural Stormwater Best Management Practices , 2005, Water environment research : a research publication of the Water Environment Federation.

[9]  D. Booth,et al.  FOREST COVER, IMPERVIOUS‐SURFACE AREA, AND THE MITIGATION OF STORMWATER IMPACTS 1 , 2002 .

[10]  P. Groffman,et al.  The urban stream syndrome: current knowledge and the search for a cure , 2005, Journal of the North American Benthological Society.

[11]  J. Beersma,et al.  A Simple Test for Equality of Variances in Monthly Climate Data , 1999 .

[12]  Marci Cole Ekberg,et al.  Opportunities and challenges for managing nitrogen in urban stormwater: A review and synthesis , 2010 .

[13]  John S. Gulliver,et al.  Maintenance for Stormwater Treatment Practices , 2010 .

[14]  Tim D Fletcher,et al.  The Influence of Urban Density and Drainage Infrastructure on the Concentrations and Loads of Pollutants in Small Streams , 2004, Environmental management.

[15]  David R. Easterling,et al.  Contemporary Changes of the Hydrological Cycle over the Contiguous United States: Trends Derived from In Situ Observations , 2004 .

[16]  T. Fletcher,et al.  Nitrogen removal in constructed wetland systems , 2009 .

[17]  Judith L. Anderson,et al.  Decision Analysis: A Method for Taking Uncertainties into Account in Risk-Based Decision Making , 1999 .

[18]  James N. Carleton,et al.  Factors affecting the performance of stormwater treatment wetlands. , 2001, Water Research.

[19]  Michael E. Barrett,et al.  Comparison of BMP performance using the international BMP database , 2008 .

[20]  D. Easterling,et al.  Trends in Intense Precipitation in the Climate Record , 2005 .

[21]  A. Davis Green engineering principles promote low-impact development. , 2005, Environmental science & technology.

[22]  W. Reay,et al.  Sources of nitrogen to estuaries in the United States , 2003 .

[23]  T. Wong,et al.  Ponds vs wetlands - Performance considerations in stormwater quality management , 1999 .

[24]  Josette Garnier,et al.  Nitrogen fluxes from the landscape are controlled by net anthropogenic nitrogen inputs and by climate , 2012 .

[25]  M. Mitchell,et al.  The impact of storm events on solute exports from a glaciated forested watershed in western New York, USA , 2006 .

[26]  John Riverson,et al.  A watershed-scale design optimization model for stormwater best management practices , 2012, Environ. Model. Softw..

[27]  M. Palmer,et al.  From ecosystems to ecosystem services: Stream restoration as ecological engineering , 2014 .

[28]  D. Hogan,et al.  Best management practices for nutrient and sediment retention in urban stormwater runoff. , 2007, Journal of environmental quality.

[29]  Eric Strecker,et al.  DETERMINING URBAN STORM WATER BMP EFFECTIVENESS , 2001 .

[30]  I. Chaubey,et al.  Effectiveness of Low Impact Development Practices: Literature Review and Suggestions for Future Research , 2012, Water, Air, & Soil Pollution.

[31]  M. Palmer,et al.  Assessing stream restoration effectiveness at reducing nitrogen export to downstream waters. , 2011, Ecological applications : a publication of the Ecological Society of America.

[32]  Performance evaluation of a full-scale natural treatment system for nonpoint source and point source pollution removal , 2009, Environmental monitoring and assessment.