Restoring the Hydrologic Cycle by Controlling Runoff from Smaller Storms Dr. Andrea L. Welker, PE Professor Civil and Environmental Engineering Point sources Non-point sources What happens to the hydrologic cycle when we build? 3 Small storms dominate 400 Philly Wings Airport – 5 years of data (07 to 12) 94% of storms 1” or less 83% of storms 0.5” or less Number of rain events 350 300 250 200 150 100 50 0 0.25 0.50 0.75 1.00 1.25 1.50 1.75 Amount of rain (in) 2.00 3.00 4.00 Larger storms Gray infrastructure Get rid of water Centralized Still need flood control! Smaller storms Green infrastructure Hold onto water Decentralized Our campus is a laboratory 1’ 2’ www.villanova.edu/vusp 4’ 7 Stormwater Control Goals Control Volume of Runoff Control Peak Flow Rates Control Pollutants Promote Evapotranspiration Establish Wetland Structure and Function Infiltration Trench/Bed and Pervious Pavement Yes Yes Yes A little No Rain Garden/BioInfiltration Yes Yes Yes Yes No Green Roof Yes Yes Yes Yes No Constructed Wetland Yes Yes Yes Yes Yes Wet Pond/ Retention Basin Yes Yes Yes Yes Yes Type of SCM www.villanova.edu/vusp 8 Example: car dealership Will probably need several SCMS to significantly reduce their fees… Green roof Captures ~0.5 to 1 in of rain Promotes evapotranspiration Increases insulation Cooling effect Potential problems – plant health during droughts, export of nutrients Pervious pavement Captures ~1 to 2 in of rain Promotes infiltration Potential problems – clogging Rain gardens Captures ~0.5 to 1.5 in of rain Promotes evapotranspiration and infiltration Adds beauty Cooling effect Potential problems – invasive species, maintenance On going research… Longevity Maintenance Monitoring Prediction of performance Results from recent work • Watershed scale effects of rain gardens – Link SCM installation to watershed-wide restoration goals by using keystone species – Use widely available info (like FEMA flood maps), estimates of geometry of stream, and depth and flow requirements for fish – Rain gardens can improve habitat by reducing volume, increasing baseflow (more constant depths), and reducing velocity • Individual scale % passing Native soil 100 50 0 10 1 0.1 0.01 0.001 Grain size diamter (mm) MW-2 MW-4 MW-6 MW-7 0.6 GW EL RISE, METERS – Our rain garden performs well: infiltration, ET, pollutant removal – Use of “native” soils – Rain needs to be 1.1 cm or greater to produce a measurable rise in gwt of 3.6 cm – Takes about 3 days to dissipate Mixed soil R² = 0.5704 0.4 0.2 0.0 0 20 40 EVENT PRECIPITATION, MM 60 % passing • Rain garden soils – Transparent spec based on GSD – Typical soils here have ~5% organics, but PA BMP manual calls for 20-30% organics – Lower K = more ET, higher K = more infiltration – goals? 100 50 0 10 0.1 0.001 Grain size diamter (mm) Design favors evapotranspiration Design favors infiltration Our research is supported by: PA DEP, US EPA, The William Penn Foundation, and the VUSP Partners THANK YOU!
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