Resource Recovery VWEA Annual Education Conference May 1st, 2014 Chris Peot, P.E., BCEE Director of Resource Recovery, DC Water DC Water Service Area • Wastewater treatment for over 2.2 million population • District of Columbia + portions of Maryland and Virginia • CSO flows • Excellent history of treatment performance 2 370 MGD plant capacity Largest AWTP in the world 3 CIP Projects Currently Underway BP Tunnel Dewatering Pump Station & Enhanced Clarification Facility $300 million New Biosolids Management Program $450 million Dual Purpose Sed Basins Upgrade $18 million- New Centrate Treatment Process $84 million Enhanced Nutrient Removal Facilities $340 million Upgrade & expansion of the Nit/ Denit system Upgrade of the Secondary High Rate System $26 million 5 DC Water and Sewer Authority Biosolids Reuse Program 1200 wtpd lime stabilized Class B biosolids Agriculture: 39 counties in 2 states Silviculture: 40,000 acres permitted in 8 Virginia counties Poplar plantation on gravel mine Reclamation projects: 3 sites to date National Biosolids Partnership EMS certified agency 6 Biosolids Land Applied from Plant and Storage County, tons to storage (if applicable), tons applied, agriculture $ 7 Agriculture 8 Storage Facility – 32,500 tons capacity, Cumberland County, VA 9 10 Spotsylvania County Composting Facility – Covered, Biofilter Odor Control 11 Blue Plains Garden & Compost Giveaway Connecting with the DC Gardening Community Urban gardening community outreach Nutrient Rebate Research Projects – $2/wt rebated through biosolids contracts. DC Water is obligated to spend it on research Virginia Tech • Drought resistance study • Greenhouse gas balance • Wintertime N uptake • P land base analysis • Blended soil products development University of Maryland • Wye poplar plantation surface application • Odor modeling and prevention • Mine reclamation w/poplars USDA + University of Maryland • Triclosan, triclorocarbon • PBDEs + 16 Biosolids Enhance Drought Stress Tolerance in Corn Biosolids 1.0x Ag N rate Microbial Production of Auxin in Biosolids Microbial action Organic matter Tryptophan Auxin Auxin (ng g-1 FW) Corn Earleaf Auxin Content at Silking Stage 80 a 70 40 Control a b 60 50 a c c 0.5x Ag N rate 1.0x Ag N rate 1.5x Ag N rate BluePlains Alexandria 30 20 10 0 Treatment Values marked with same letters are not significantly different at P≤0.05 Corn Photosynthetic Efficiency (PE) 0.8 Control b b PE 0.7 a a 0.5x Ag N rate 1.0x Ag N rate 1.5x Ag N rate 0.6 c c BluePlains Alexandria 0.5 0.4 Treatment Values marked with same letters are not significantly different at P≤0.05 Corn Grain Yield a Yield (Mg ha-1) 6 b a ab ab Control 0.5x Ag N rate 1.0x Ag N rate 4 1.5x Ag N rate c BluePlains 2 Alexandria 0 Treatment Mean corn productivity = 7.54 Mg/ha; a severe drought year Values marked with same letters are not significantly different at P≤0.05 Economics of Current DC Water Biosolids Recycling Program • Pay a third party ~$43/wt for full service contract (transport, land app, reporting) • $19M/yr program cost =21% of the Blue Plains operating budget • Delivered free to farmers • Farmers value product at $300/acre (nutrients, lime, etc.), approximately $15/wt • Nutrient rebate back to DC Water ($2/wt), $500K/yr designated for research and outreach. • Value to farmers @ $15/wt, 1200 wtpd = $6,570,000/yr • We do not extract this value Digestion and Thermal Hydrolysis Project Thermal Hydrolysis Digested Dewatered Products from the UK 30% solids Very stable Class A No debris Low odor 24 4 Anaerobic Digesters Pressurized 412 Cambi Trains Solids Screens 10 Pre-Dewatering Centrifuges 16 Belt Filter Presses Gas Handling and CHP Process Schematic of DC Water’s New Biosolids Program Gravity Thickeners R DAFTs Power Emissions Biogas Treatment and CHP R Steam Blend Tank Screening and Pre-Dewatering Cambi™ THP Biogas Mesophilic Anaerobic Digestion Final Dewatering Loadout R Recycle Processing Lime Dewatering Mix Store & Loadout R Class A R Class B 26 Process Flow of THP Before Anaerobic Digestion – Cambi™ Batch Class A Sludge cake (P+WAS) ~15 to 18% DS Process gases (to digester) REACTOR(s) – Batch pressure cooking Recycled steam for energy recovery Homogenized and preheated sludge PULPER Pre-heat tank Hydrolyzed sludge Steam 150 psi Hydrolyzed sludge to digestion at 8-12% DS. Dilution and cooling required. FLASH TANK disintegration 27 Pulper • Influent solids 15 to 18.5 %TS • Preheated to 140-210°F with recycle steam • Mixing pumps Reactors • Batch process • Heated to 302356°F • 54-138 psi • 22-30 minute detention time Flash Tank • Depressurization • Cools down to 158-239°F • 8-12 %TS to digesters Why Thermal Hydrolysis? Reinventing Biosolids 1. Easier to pump and mix 2. Smaller digester space 3. Class A Biosolids 29 Effects of Thermal Hydrolysis Program Benefits Resource Recovery Reduce biosolids quantities by more than 50% Improve product quality (Class A and more) Generate 13 MW of clean, renewable power Cut GHG emissions dramatically Save millions of dollars annually when the facility begins operating in 2014 31 Construction is Well Underway Thermal Hydrolysis Reactors Future Plans for Class A Biosolids • Continue land application of remaining Class A dewatered biosolids • Produce a blended soil product (similar to compost) • Use product in service area for tree planting, restoration, green infrastructure, etc. 34 Clean Rivers Project Synergies • Clean Rivers Project ($2.5B) will capture rainwater and sewage in our combined sewers and prevent CSO events • Soil production for green infrastructure will reduce runoff • Working with local blenders and Va Tech to develop these mixes • • • • Use within the service area Save hauling cost Eventually may generate revenue Potential partner (DPW) for greenwaste reuse Clean Rivers Project – Phase I DC Water is modeling carbon balance for base year, current year, and future projects Table 1. Summary of Annual Emission Estimates, Calendar Year: 2008 Annual Emissions Estimate Metric Tons CO2e Scope 1 and 2 Percent Contribution Scope 2 Electricity DSS 146,920 11,053 88% DWS DWT 9,163 126,704 5% 76% 2,967 197 371 441 1,924 34 2,586 0.064 1041 1545 142 2% 0.1% 0.2% 0.3% 1% 0.02% 2% 0.00004% 0.6% 0.9% 0.08% 12,007 443 2,009 167,074 7% 0.3% 1% Emission Source 7% Scope 1 Natural Gas CS DSS DWS DWT FLEET Vehicle (fuel usage) Compressed Natural Gas (CNG) Diesel Fuel No. 1 and 2 Motor Gasoline Refrigerants Nitrification/Denitrification (process emissions) CO2 from Addition of Methanol N2O from Dentrification Effluent Discharge (process emissions) Total with Scope 1 and 2 Scope 3 Biosolids Hauling (fuel usage/distance travelled) Chemical Hauling (distance travelled) Lime Production Methanol Production N2O Emissions from Land Application of Biosolids Methane Emissions from Landfilling Biosolids Total with Scope 3 Carbon Credits Carbon Sequestration Land Application 4,107 1,450 14,883 6,747 52,548 7 246,815 26,844 Carbon Sequestration Land Application with Composting 13,576 Carbon Sequestration Landfill Avoided N2O Emissions from Replacement of Inorganic Fertilizers Fertilizer Credits Direct Applied Biosolids (N and P) 2 52,548 9,006 Fertilizer Credits Composted Biosolids (N and P) Total GRAND TOTAL 1,692 103,668 143,147 37 Discretionary Projects that Could Reduce Carbon Footprint • Main stream anammox nutrient removal • Co-digestion of foodwaste, fats/oils/grease, and other high strength wastes • Solar power at Blue Plains • Offsite solar potential Biological Nitrogen Removal Technologies •Traditional – Requires use of blowers (to aerate) and use of additional chemicals (methanol) – Both are energy intensive, have large carbon footprints, and are expensive •Innovative - (Anammox) – Reduces aeration and methanol addition – Results in significant reductions in energy use and carbon footprint •63% reduction in Oxygen demand •Almost 100% reduction in Carbon demand •Reduced biomass production •Reduced CO2 emissions 25% O2 40% Carbon 25% O2 75% O2 1 mol Ammonia (NH3 / NH4 +) ½ mol Nitrogen Gas (N2 ) Nitrification / Denitrification 1 mol Nitrite (NO2- ) 60% Carbon ---- 75% O 2 37% Am (e. mo g. ni Ni a O tr o x so idi mo zer na s s) 1 mol Nitrite (NO2- ) 1 mol Nitrite (NO2- ) 1 mol Nitrate (NO3- ) N (e itrit .g e . N Ox i tr i d ob ize ac rs te r) 1 mol Nitrate (NO3- ) Autotrophic Aerobic Environment 1 mol Ammonia (NH3/ NH4 +) Heterotrophic Anoxic Environment 40% Carbon 1 mol Nitrite (NO2- ) 60% Carbon Autotrophic Anaerobic Environment ½ mol Nitrogen Gas (N2 ) 39 Benefits of Innovative Nitrogen Removal Technology 7 6 Conventional Nitrification / Denitrification Deammonification 5 4 3 2 1 0 Energy Demand (kWhr/kg Ammonia-Nitrogen Removed) Carbon Demand (kg COD/kg Total Nitrogen Removed) 40 Co-Digestion and energy production has led utilities toward energy neutrality East Bay MUD (Calif) announced April 3rd that with its new 4.6 MW ga turbine on-line, it is the 1st water/ww utility in the US to produce more power than it uses (EBMUD now sells power to the grid). Having excess digester capacity available, EBMUD has operated like a business to allow fats, greases, and various food and beverage wastes to be trucked in and co-digested at the plant. Other WWTPs use a similar approach: 1. Reduce plant power use (conservation) 2. Greatly expand renewable power production, normally via co-digestion. 41 Camden County (NJ) Solar Center Potential array locations for Blue Plains 43 Offsite Solar Potential Year 2025 2024 2023 2022 2021 alternative nitrogen removal co-digestion 5 2020 2019 2018 off-site solar 10 2017 15 Blue Plains solar array 20 2016 digestion 25 2015 ENR 30 2014 2013 2012 2011 2010 2009 2008 35 2007 2006 Power Draw (MW) Potential Grid Power Draw Reductions Blue Plains Grid Power Draw During Sunlight Hours total power draw (MW) 0 46 There is no such thing as waste, only wasted resources. Chris Peot [email protected]
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