Infiltration performance of engineered surfaces commonly used for distributed stormwater management.

Engineered porous media are commonly used in low impact development (LID) structures to mitigate excess stormwater in urban environments. Differences in infiltrability of these LID systems arise from the wide variety of materials used to create porous surfaces and subsequent maintenance, debris loading, and physical damage. In this study, the infiltration capacity of six common materials was tested by multiple replicate experiments with automated mini-disk infiltrometers. The tested materials included porous asphalt, porous concrete, porous brick pavers, flexible porous pavement, engineered soils, and native soils. Porous asphalt, large porous brick pavers, and curb cutout rain gardens showed the greatest infiltration rates. Most engineered porous pavements and soils performed better than the native silt loam soils. Infiltration performance was found to be related more to site design and environmental factors than material choice. Sediment trap zones in both pavements and engineered soil rain gardens were found to be beneficial to the whole site performance. Winter chloride application had a large negative impact on poured in place concrete, making it a poor choice for heavily salted areas.

[1]  Sabrina Spatari,et al.  Using Life Cycle Assessment to Evaluate Green and Grey Combined Sewer Overflow Control Strategies , 2012 .

[2]  Lee K. Rhea,et al.  Catchment-scale hydrologic implications of parcel-level stormwater management (Ohio USA) , 2013 .

[3]  Francis X. M. Casey,et al.  Improved design for an automated tension infiltrometer , 2002 .

[4]  Zhifu Yang Freezing-and-Thawing Durability of Pervious Concrete under Simulated Field Conditions , 2011 .

[5]  Robert A. Brown,et al.  Assessment of Clogging Dynamics in Permeable Pavement Systems with Time Domain Reflectometers , 2013 .

[6]  J. Parlange,et al.  Three‐dimensional analysis of infiltration from the disc infiltrometer: 2. Physically based infiltration equation , 1994 .

[7]  Andrea L. Welker,et al.  Fines Accumulation and Distribution in a Storm-Water Rain Garden Nine Years Postconstruction , 2010 .

[8]  I. White,et al.  Designs for disc permeameters , 1988 .

[9]  Jian Huang,et al.  Winter Performance of Inter-Locking Pavers—Stormwater Quantity and Quality , 2012 .

[10]  James J. Houle,et al.  Assessment of Winter Maintenance of Porous Asphalt and Its Function for Chloride Source Control , 2014 .

[11]  R. Wooding,et al.  Steady Infiltration from a Shallow Circular Pond , 1968 .

[12]  Craig Ballock,et al.  Effect of Rejuvenation Methods on the Infiltration Rates of Pervious Concrete Pavements , 2010 .

[13]  Mushtaque Ahmed,et al.  Simple field method for determining unsaturated hydraulic conductivity , 1991 .

[14]  A. Bradford,et al.  Bioretention: assessing effects of winter salt and aggregate application on plant health, media clogging and effluent quality , 2013 .

[15]  Franco Montalto,et al.  Decentralised green infrastructure: the importance of stakeholder behaviour in determining spatial and temporal outcomes , 2013 .

[16]  M. Borst,et al.  Chloride Released from Three Permeable Pavement Surfaces after Winter Salt Application , 2014 .

[17]  Wilfrid A. Nixon,et al.  Damaging effects of deicing chemicals on concrete materials , 2006 .

[18]  W. Reynolds,et al.  Use of contact material in tension infiltrometer measurements , 1996 .

[19]  Mark Hood,et al.  Comparison of Stormwater Lag Times for Low Impact and Traditional Residential Development 1 , 2007 .

[20]  Robert J. Flatt,et al.  Salt damage in porous materials: how high supersaturations are generated , 2002 .

[21]  Godecke-Tobias Blecken,et al.  Long-Term Hydraulic Performance of Porous Asphalt Pavements in Northern Sweden , 2013 .

[22]  K. Schwärzel,et al.  Hood Infiltrometer—A New Type of Tension Infiltrometer , 2007 .