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Treatment of the Tillamook Closed Landfill Leachate

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Treatment of the Tillamook Closed Landfill Leachate OSU ENGINEERING COLLEGE OF ENGINEERING Chemical, Biological, and Environmental Engineering EXPO 2021 TREATMENT OF THE TILLAMOOK CLOSED LANDFILL BACKGROUND LEACHATE DESIGN ELEMENTS • How is leachate formed? • Once leachate is collected, it is pumped MELISSA COPPINI, ISAC CUSTER, NATALIE DUPUY, FUYUE TIAN up to an oyster shell packed bed for pH ➢ Leachate is mostly formed from the increase process of biodecay of organic material, chemical oxidation of waste materials, • Once the pH has been increased to escape of gas from landfill...etc. Those Problem Statement: Iron and ammonia concentrations present in leachate from 9, the leachate is sent to a cascade various formation process lead high aerator to oxygenate it and encourage concentration of ammonia, organic Tillamook Closed Landfill are too high to discharge offsite and must be treated to below iron floc formation compounds, heavy metals and inorganic compounds. • The oxygenated leachate is then sent permit limits before release. Additionally, treatment system should be as passive as possible to a settling basin to allow the • Why do people need to treat and require minimal chemical addition. iron precipitate floc to leave the leachate? leachate ➢ Contaminated leachate can • Once settled, the semi-treated leachate impact human health, soil composition, is sent to a vertical flow wetland ground water and surface water quality. system to nitrify the ammonia present in the leachate ➢ Some general health problems caused by consuming leachate contaminated water are • The resulting treated leachate is acute toxic allergies, respiratory disease, infection released to a vegetated swale on the disease, blood disorders and cancer effects. edge of the landfill property ➢ The heavy metals, degradable and non- degradable pollutants in leachate will affect soil strength and stability by the process of percolation. FUTURE WORK ➢ The pollutants in leachate such as ammonia chloride, heavy metals and sodium will The next steps in our design process disseminate to surface and ground water and include: leave water undrinkable. • Refining hydraulics analysis for full treatment train • Scaling up pilot design to full scale Figure 1: process flow diagram for pilot scale design operation • Complete cost analysis for pilot and full- METHODOLOGY & APPROACH scale design The criteria for our design included high removal • Lifecycle and sustainability assessment efficiency, limited chemical additives, passive or • Cascade Aeration & Sedimentation for the full-scale design near-passive system, and ability to operate -high iron removal efficiency/natural during high and low flows. process/ low maintenance/inexpensive The team force-ranked these criteria and operation REFERENCES & compared the values of four different alternatives -odor emission to environment/high ACKNOWLEDGEMENTS for iron and ammonia treatment. The highest land usage/high cost for construction ranked methods were the ones we implemented in our design: Oyster shell packed bed, Cascade • Vertical Flow Wetland aerator with sedimentation basin, and vertical • Thank you to Tillamook County flow wetlands. -natural passive system/low Department of Solid Waste Prevention maintenance/low-cost operation/high and Recyling for giving us this project! Advantages VS Disadvantages Of Approaches ammonia removal efficiency/tolerant different temperature/various loading • Additional thanks to Parametrix for • Oyster Shells Packed Bed rate sharing their expertise and initial pilot data with our team! -low cost for material sources/low land cover -large land usage/high energy usage/low energy consumption/great design consumption of pumps implementation feasibility/pH adjustment -high maintenance requirement.
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