I-70 Greenfield Rest Area Constructed Wetland Wastewater Treatment System Research Project (SPR-2455, SPR-2456, SPR-2487) R. S. Govindaraju, J. E. Alleman, T. J. Cooper, T. P. Chan, V. Jain School of Civil Engineering Purdue University
July 14, Project Location
July 14, Project Overview Surcharges by City Unique challenges Long (3+ miles) sewer line to City POTW Low flush toilets; flow restrictive faucets High strength wastes (BOD, Ammonia) Pretreatment using constructed subsurface wetlands Biofield (and city sewer) for effluent disposal
July 14, Why Wetlands? Conventional technologies Pros: proven technologies Cons: high capital and maintenance costs Subsurface constructed wetlands Pros: Low maintenance Aesthetic Cons: Large footprint Lack of supporting data
July 14, Wastewater Charateristics High strength BOD~450 mg/L NH3~150 mg/L Flow rate Design: 10,000 GPD Peak: >20, 000 GPD
July 14, Treatment System Design FeaturesFunctions/Benefits 2 10,000-gal septic tanks in seriesPrimary treatment 2 parallel subsurface constructed wetlands (cells 1 & 2) ~ alternately drained & filled ~ 56 ft by 56 ft and 3 ft deep gravel beds with a peat moss top layer Enhance oxygen transfer by constant draining and filling; thus promote nitrification and shorten designed hydraulic retention time Recirculation of cells 1 & 2 effluent back to 2nd septic tank Dilute high-strength wastewater; enhance mixing
July 14, Treatment System Design (con’t) FeaturesFunctions/Benefits Polishing plug-flow wetland (cell 3) ~ 20 ft by 40 ft and 2 ft deep gravel beds with a peat moss top layer Provide further treatment; allow comparison between plug-flow and draw-and-fill flow regimes Biofield ~ elevated sand mound seeded with prairie grass ~ bed area: 333 sq ft; basal area: 1652 sq ft Denitrification; disposal of treated effluent via evapotranspiration and infiltration to subsoil.
July 14, Instrumentations Flow meters Magnetic flow meters for pressurized flow Flume and weir flow chambers with ultrasonic level sensors for open channel (gravity) flows. Automatic samplers at various points of the system A weather station to measure rainfall, windspeed, and temperature. Monitoring wells installed within the wetland cells and also at the biofield.
July 14, Design Schematic
July 14, /17/2003
July 14, /19/2003
July 14, /15/2003
July 14, /5/2003
July 14, /5/2003
July 14, /10/2003
July 14, /10/2003
July 14, /30/2003
July 14, /12/2003
July 14, /12/2003
July 14, /25/2003
July 14, /25/2003
July 14, /25/2003
July 14, /25/2003
July 14, Unfinished Items… Installations of automatic samplers and weather stations SCADA system Control, data logging and collection system Remote (web) access and control
July 14, What’s next? Startup When? How? Startup procedures (provided by RQAW) Who? INDOT responsibilities … Purdue responsibilities … Long-term monitoring
July 14, Research Activities Dynamic model of the wetland hydraulics Alternate draw-and-fill scheme; time-varied inflow; recirculation Model simulations help formulate optimal management strategy
July 14, Research Activities (con’t) Survey to rest area operators compare and evaluate the proposed system to existing treatment technologies Tracer tests Evaluation of the effectiveness of the system Development of design guidelines for constructed wetland systems with specific application in rest area facilities.
July 14, On the web