SWANA Chapter Conference 2008 West Edmonton Landfill Leachate Treatment Plant By Steve Johnson M.Eng, P.Eng
Dec 19, 2015
SWANA Chapter Conference 2008
West Edmonton Landfill
Leachate Treatment Plant
By Steve Johnson M.Eng, P.Eng
Introduction
• Leachate Management Options
• West Edmonton Leachate treatment process
• Treatment Plant Commissioning/Status
• Lessons learned
Leachate Management Options
• Dispose to municipal wastewater treatment plant
• Dispose to deepwell
• recirculate
• Onsite treatment
• Mechanical plant
• Evaporator
• wetlands
• Do nothing
Leachate treatment process
• Phases of leachate management since 1974• Do nothing
• dust control
• Recirculation/offsite deep well disposal
• Develop leachate treatment plant
Leachate treatment process
In 2006 evaluate leachate treatment options• Consultants
• Leachate quantity estimate
• Technology evaluation
• Disposal options
• Haul to deepwell – unreliable
• Recirculation no longer approved by AENV
• City of Edmonton sewer bylaw
• To reduce liability best to treat on-site
Treatment Plant Commissioning/Status
• New Logic Research Inc. http://www.vsep.com/
• Vibratory Sheer Enhanced Processing technology
• Leachate pilot plant test conducted in US
• Pilot test basis• 5 day trial
• Several membranes investigated for pressures, short term line out, concentration, cleaning
Treatment Plant Commissioning/Status
• Plant set up during fall of 2007• 4 Feed tanks• 3 mix tanks• 2 concentrate tanks• 2 permeate tanks• Hot water tank• VSEP skid• Pumps, valves, hoses
• Treatment R&D trials for approximately 6 months• Leachate mixes as quality varies throughout landfill• Single pass and percent recovery modes• pH, anti-scaling, and process temperature
Treatment Plant Commissioning/Status
• Quality targets• Permeate - City of Edmonton sanitary sewer bylaw
• Permeate - Agriculture irrigation guideline
• Concentrate - Non-haz waste – AB User’s Guide
• Operational finding with current leachate mix• Single pass mode
• 4 to 4.5 m3/hr depending on cleaning frequency
• Permeate to concentrate ratio of 80:20
Treatment Plant Commissioning/Status
• Operational finding with current leachate mix (cont.)• Percent recovery mode
• Membrane efficiency decreases at a faster rate then single pass
• Concentrate quality worse then single pass
Current Operation• Six hours per day five days per week
• Two hours per day for cleaning
Treatment Plant Commissioning/Status
• Future developments• R&D to trial temperature adjustment (heat exchanger), pH
adjustment, and anti-scaling to determine affect on membrane performance
• Plan to add another shift in route to automate plant for 24 hr/d operation
• To include additional feed, blend, and concentrate tanks
• Treatment target of 6 to 7 m3/hr
Lessons learned
• New computer hard drives can crash (have a back-up)• There is always one or more parameters where mass balance
doesn’t apply to the laboratory results between feed, concentrate and permeate
• New Logic Research has good customer service and documentation (process binders, operations binders)
• Plant design to include upgraded breaker and checkvalve in cleaning loop
• Laboratory response time is inadequate for R&D• Limited odour experienced • R&D takes much longer than anticipated