stormwater management using porous asphalt pavements · 1) porous asphalt quantity–ability to...

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Ani Jayakaran 1 , Thorsten Knappenberger 2 , John Stark 3 1 Assoc. Prof., 3 Prof. - Washington State University, Washington Stormwater Center 2 Asst. Prof. - Auburn University Stormwater Management using Porous Asphalt Pavements REGION 10 REGIONAL ROUNDTABLE – 10/2/18

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Ani Jayakaran1, Thorsten Knappenberger2, John Stark3

1Assoc. Prof., 3Prof. - Washington State University, Washington Stormwater Center 2Asst. Prof. - Auburn University

Stormwater Management using Porous Asphalt Pavements

REGION 10 REGIONAL ROUNDTABLE – 10/2/18

1) Porous asphalt QUANTITY– ability to attenuate

stormwater, and effect of maintenance on

infiltration rates

2) Porous asphalt QUALITY– pollutant treatment in

general, effect of drain depth

Attenuates peak flows, absorbs a LOT of rainfall

Great for particulate matter!

Porous Asphalt Study

Putman, B.J. and Kline, L.C., 2012. Comparison of mix design methods for porous asphalt mixtures. Journal of Materials in Civil Engineering, 24(11), pp.1359-1367.

Pavements – WSU, Puyallup

Permeable Pavements

Pervious Concrete

Porous Asphalt

Porous Asphalt Experiment

Poro

us

Un

mai

nta

ined

Poro

us

Mai

nta

ined

---------------Street dirt applied -------------------------------

Poro

us

Porous asphalt outflow

Results – Relative Runoff

Knappenberger, T., Jayakaran, A.D., Stark, J.D. and Hinman, C.H., 2017. Monitoring Porous Asphalt Stormwater Infiltration andOutflow. Journal of Irrigation and Drainage Engineering, 143(8), p.04017027.

Average lag = 196minRainfall –> subsurface runoff

Average lag = 54minRainfall –> surface runoff

Porous Asphalt – water quality

Impervious asphaltPorous asphalt

Porous Asphalt – water quality

Nutrients

Metals

Petroleum Hydrocarbons

PAHs

Sediments

Performance Goal: The Basic Treatment Menu facility choices are intended to achieve 80% removal of total suspended solids for influent concentrations that are greater than 100 mg/l, but less than 200 mg/l. For influent concentrations greater than 200 mg/l, a higher treatment goal may be appropriate. For influent concentrations less than 100 mg/l, the facilities are intended to achieve an effluent goal of 20 mg/l total suspended solids.

Thank [email protected]

AcknowledgmentsFunding: National Estuary ProgramWashington State Dept. of Ecology

TechniciansRichard BembenekCarly Thompson