The hydrological performance of bioretention cells in regions with cold climates: seasonal variation and implications for design

Three bioretention cells in Norway were monitored for 23 to 36 months to evaluate the hydrological performance of bioretention cells operated in regions with cold climates and to test if cell size equations can be used to predict hydrological performance. Values of saturated hydraulic conductivity ( K sat ) were determined for separate events by analyzing the observed infiltration rates and via infiltration tests. The two cells with the highest K sat values (15.9 and 45.0 cm/h) performed excellently during the study period infiltrating nearly all of the incoming runoff. In contrast, the cell with low K sat value (1.3 cm/h) infiltrated barely half of the incoming runoff. The latter cell had a clear seasonal variation in hydrological performance relating to changes in the K sat values over the year. The size equation that gave the best predictions of the observed hydrological performance accounts for both surface storage and infiltration. By using this equation to evaluate various bioretention cell designs, it was found that the most effective way to increase the hydrologic performance is to have a K sat value above 10 cm/h.

[1]  R. Hozalski,et al.  Fate of naphthalene in laboratory-scale bioretention cells: implications for sustainable stormwater management. , 2012, Environmental science & technology.

[2]  J. Gulliver,et al.  Assessment of the Hydraulic and Toxic Metal Removal Capacities of Bioretention Cells After 2 to 8 Years of Service , 2013, Water, Air, & Soil Pollution.

[3]  Shirley E. Clark,et al.  Clogging Mechanism of Stormwater Filter Media by NaCl as a Deicing Salt , 2015 .

[4]  G. Oberts,et al.  Bioretention of Simulated Snowmelt: Cold Climate Performance and Design Criteria , 2009 .

[5]  M. Viklander,et al.  Seasonal climatic effects on the hydrology of a rain garden , 2008 .

[6]  Mohammad Shokouhian,et al.  Water Quality Improvement through Bioretention: Lead, Copper, and Zinc Removal , 2003, Water environment research : a research publication of the Water Environment Federation.

[7]  Mohammad Shokouhian,et al.  Water Quality Improvement through Bioretention Media: Nitrogen and Phosphorus Removal , 2006, Water environment research : a research publication of the Water Environment Federation.

[8]  J. Gulliver,et al.  Effects of Temperature and NaCl on Toxic Metal Retention in Bioretention Media , 2014 .

[9]  John L. Nieber,et al.  Performance Assessment of Rain Gardens 1 , 2009 .

[10]  S. Livesley,et al.  Salt tolerant plants increase nitrogen removal from biofiltration systems affected by saline stormwater. , 2015, Water research.

[11]  William F. Hunt,et al.  Pollutant Removal and Peak Flow Mitigation by a Bioretention Cell in Urban Charlotte, N.C. , 2008 .

[12]  J. Bertin Engineering fluid mechanics , 1984 .

[13]  J. Gulliver,et al.  Effects of bioretention media compost volume fraction on toxic metals removal, hydraulic conductivity, and phosphorous release , 2014 .

[14]  Maria Viklander,et al.  Heavy Metal Removal in Cold Climate Bioretention , 2007 .

[15]  A Deletic,et al.  The influence of temperature on nutrient treatment efficiency in stormwater biofilter systems. , 2007, Water science and technology : a journal of the International Association on Water Pollution Research.

[16]  M. Viklander,et al.  The influence of temperature and salt on metal and sediment removal in stormwater biofilters. , 2014, Water science and technology : a journal of the International Association on Water Pollution Research.

[17]  Chua,et al.  Bioretention cell efficacy in cold climates: Part 1 — hydrologic performance , 2012 .

[18]  Anita M. Thompson,et al.  Physical and Hydraulic Properties of Engineered Soil Media for Bioretention Basins , 2008 .

[19]  J. Quinton,et al.  Below-ground relationships of soil texture, roots and hydraulic conductivity in two-phase mosaic vegetation in South-east Spain , 2002 .

[20]  Allen P. Davis,et al.  Field Performance of Bioretention: Hydrology Impacts , 2008 .

[21]  A. Klute,et al.  Methods of soil analysis , 2015, American Potato Journal.

[22]  Allen P. Davis,et al.  Urban Particle Capture in Bioretention Media. I: Laboratory and Field Studies , 2008 .

[23]  John S. Gulliver,et al.  Review of dissolved pollutants in urban storm water and their removal and fate in bioretention cells , 2015 .

[24]  Godecke-Tobias Blecken,et al.  Laboratory Study of Stormwater Biofiltration in Low Temperatures: Total and Dissolved Metal Removals and Fates , 2011 .

[25]  W. Rawls,et al.  Soil Water Characteristic Estimates by Texture and Organic Matter for Hydrologic Solutions , 2006 .

[26]  Guy W. Prettyman,et al.  Environmental Soil Physics , 1999 .

[27]  Ana Deletic,et al.  Hydrologic and pollutant removal performance of stormwater biofiltration systems at the field scale , 2009 .

[28]  D. Hillel Environmental soil physics , 1998 .

[29]  C. Crowe,et al.  Engineering fluid mechanics , 1975 .

[30]  W. Hunt,et al.  Bioretention Technology: Overview of Current Practice and Future Needs , 2009 .

[31]  Berman D. Hudson,et al.  Soil organic matter and available water capacity , 1994 .

[32]  Pierce H. Jones,et al.  Effect of urban soil compaction on infiltration rate , 2006 .

[33]  Robert G. Traver,et al.  Multiyear and Seasonal Variation of Infiltration from Storm-Water Best Management Practices , 2008 .

[34]  A. R. Jarrett,et al.  Evaluating bioretention hydrology and nutrient removal at three field sites in North Carolina , 2006 .

[35]  A Pressl,et al.  Evaluation of substrate clogging processes in vertical flow constructed wetlands. , 2003, Water science and technology : a journal of the International Association on Water Pollution Research.

[36]  Mathieu Lamandé,et al.  Changes of pore morphology, infiltration and earthworm community in a loamy soil under different agricultural managements , 2003 .

[37]  Michael W. Horst,et al.  Temperature Effects on the Infiltration Rate through an Infiltration Basin BMP , 2007 .

[38]  Sylvie Barraud,et al.  Hydraulic performance of biofilter systems for stormwater management: Influences of design and operation , 2009 .

[39]  R. Rudra,et al.  Effect of Freeze–thaw Cycle on the Parameters of the Green and Ampt Infiltration Equation , 1999 .