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Maximizing Digester Gas Production to Create More Sustainable Wastewater Treatment Facilities Dave Reardon, Reardon PE, PE BCEE National Director Water Sustainability To Be Truly Sustainable, You Want to Optimize the Impacts of the Plant Inputs/Outputs Energy Air (Electricity, Gas, Fuels) Emissions Chemicals Biosolids Various Solid Waste Supplies S pp Treated Raw Sewage, Effluent FOG, Septage, FOG Septage Food Waste Renewable Resources Today, We Are Going to Look at One Input Energy (Electricity, Gas, Fuels) How do we get to zero energy? Can Your Plant Be Energy Neutral? l Few Wastewater Treatment Plants in the World Claim to Be Energy Self Sufficient Strass Wastewater Treatment Plant, Austria Treatment Process Selection Has a P f Profound d IImpactt on E Energy/Sustainability /S t i bilit 6,000 5,000 Energy Intensity (kWh/MG) 4,000 3,000 2,000 1,000 0 Conventional Activated Sludge Conventional Activated Sludge with NitrificationDenitrification Membrane Bioreactor (MBR) Here’s How We Get to Zero 100 Gap: 11% Solar, Wind, More FOG, or Food Waste Carbon Credits Waste, EMS (Energy Management System) Resolve Overdesign 6% Optimize Primary Clarifier 5% 90 80 70 Contribution 60 % of Plant 50 Power 6% 40 8% 30 20 10 30% 5% FOG (Fats, Oil, and 25% Grease) and Food Waste Digestion Precondition WAS 4% Fuel Cell Cogeneration Conventional Cogeneration (Engines) Energy Reduction or Energy Production Ideas First and Foremost, You Will Need A bi Di ti lid Anaerobic Digestion off Bi Biosolids C Conventional ti l Digesters Di t Egg-Shaped Digesters Cambi So… How Can You Produce More Biogas So That You Can Achieve Net Zero Energy? 1. Capture more biosolids in raw wastewater and divert to digesters 2. Don't burn up biosolids in the aeration system 3. Condition biosolids (WAS) prior to digestion 4. Anaerobic digestion optimization 5. Digester detention time 6. Co-Digestion (FOG and food waste) But First.. How Much Biogas Will Di t P d ? Digesters Produce? About 10,000 to 12,000 cfd digester gas per mgd off plant l t flow fl (domestic (d ti strength) I use 10,000 cfd This will produce 20 to 25 kW in a g faciity y cogeneration 1. Capturing More Biosolids - Improving Primary Clarifier Performance Can Make A Difference • IImproved d hydraulics h d li and d baffling b ffli can increase suspended solids (SS) removal b by 10% • SS = BOD = Energy in activated sludge process Wh t Would What W ld Happen H if We W Removed R d 95% of SS Prior to Aeration? 2. Don't Burn Up Biosolids in the A Aeration ti System S t 1.2 1.0 Sludge Produced (lb WAS/lb BOD) 08 0.8 0.6 04 0.4 0.2 0 0.0 0 0 2 4 6 8 10 12 14 16 18 20 SRT (days) Typical sludge production of the suspended growth process (sludge production quantities at 20º C) 3. Condition Biosolids Prior to Digestion g - The Wastewater Treatment Holy Grail: Destruction of WAS Cell Walls Oh,, These Poor Bugs g Pressure Heat Freezing Electricity Cell Mechanical Abrasion Vacuum Ultrasonic Just About Everything Has Been Tried, with Mixed Results One Interesting Approach/Concept: C Crown Di Disintegration i t ti System S t Flow Schematic - Crown Disintegration S t System off th the Biogest Bi t AG Thickener of the Sewage Treatment Plant 3% to 8% TWAS S External Signal Control Panel Recycle 3X Digester ~30% Relaxation Tank Macerator PC Nozzle Pump 10 Bar Return Pump Benefits Claimed by y Biogest g • Digester foaming “eliminated” • Biogas yield increased 16% to 40% • Higher Hi h VS d destruction; i usually ll >20% 20% • Reduced sludge hauling; usually ~20% • D Dewatering t i improved i d 3% to 6% • Guarantees are offered Claimed Benefits Biosolids Reduction I Increased d Biogas Bi Carbon Source Denitrification Reduced Pathogens Reduced Odor Reduced Greenhouse Gas Another Technology is OpenCEL:: High OpenCEL Voltage g Micropulses of y Electricity But Wait! There is No Free Lunch… C Consider: id All WAS pretreatment systems use electricity, and sometimes gobs of it Some may use chemicals Mechanical complexity (O&M) Performance claims verification Piloting is Needed for Feasibility Analysis 4. Anaerobic Digestion Types Can IIncrease Bi d ti Biogas P Production 1 Acid Phase Digestion g 2 Thermophilic 3 TemperatureTemperature Phased Anaerobic Digestion (TPAD) 4 Cambi 5. Digester Detention Time - Detention Time is Impacted by Feed Solids Concentration 35 1 MG Digester 17,000 lbs/day Biosolids 30 Digester SRT (days) 25 20 15 10 5 0 2 3 4 5 Feed Solids (%) Higher SRT More Biogas 6 6. CoCo-Digestion is the 900 lb G ill in Gorilla i the th Room R FOG and Food Waste FOG Digestion and Food Waste Can Increase Bi Biogas P Production d ti b by 50 to t 200% • Virtually 100% volatile solids destruction • Highly Hi hl degradable d d bl • Relatively easy to accept, process, and find • Very small increase in biosolids production • May improve volatile destruction of primary/WAS Digester Gas Production vs Grease Feed vs. (City of Watsonville Wastewater Treatment Plant 250 500 Digester Gas 200 Digester Gas ((1,000 , CFD) 450 400 350 150 300 250 100 200 150 50 100 Grease Feed 0 50 0 Nov May Dec Jun Jan Aug Feb Sep Mar Oct Apr 2001 2002 2003 2004 2005 2006 2007 Grease Feed (1,000 ll / gallons/m onth) We've Learned a Few Things Along th the W Way East Bay Municipal Utility District (EBMUD) Has Perfected Organics Conversion to Biogas • 90% energy neutral now, soon to be 100% gg FOG and food • Aggressive waste programs • Dedicated food waste digestion and dewatering • Thermophyllic digestion Probably will be the first WWTP in US to "Get to Zero" • Energy master plan is underway (energy use optimization and energy production) • Three IC engines (2 MW each) and gas turbine (4.5 MW) Here’s How We Get to Zero 100 Gap: 11% Solar, Wind, More FOG, or Food Waste Carbon Credits Waste, EMS (Energy Management System) Resolve Overdesign 6% Optimize Primary Clarifier 5% 90 80 70 Contribution 60 % of Plant 50 Power 6% 40 8% 30 20 10 30% 5% FOG (Fats, Oil, and 25% Grease) and Food Waste Digestion Precondition WAS 4% Fuel Cell Cogeneration Conventional Cogeneration (Engines) Energy Reduction or Energy Production Ideas Maximizing Digester Gas Production to Create More Sustainable Wastewater Treatment Facilities Dave Reardon, Reardon PE, PE BCEE [email protected]