Biosolids Planning from an End Use Perspective

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Presentation transcript:

Biosolids Planning from an End Use Perspective Natalie Sierra, Steve Wilson and Perry Schafer November 17, 2015

Overview How are Biosolids Used? What are End Use Considerations? Case Studies: DC Water San Francisco PUC Conclusions

Biosolids Products and Markets Cake (Class A or Class B) Dried Product Pellets Granules Compost Soil Blends Char Ash Biosolids Markets: Bulk Agriculture Landscaping/horticulture Municipal projects Golf courses Fertilizer blending Redevelopment Energy

How are Biosolids Used? 1 2 3 4 5 6 7 8 9 10 100% 90% 80% 70% 60% 50% 40% 30% 20% 10% 0% 1 2 3 4 5 6 7 8 9 10 EPA Regions Courtesy: Robert Bastian, US EPA Other Incineration Surface Disposal Land Application

End Use Considerations Product vs. technology Accessible markets Degree of flexibility and diversity desired Risk perception Product consistency Brown and Caldwell

Different Processes Generate Different Product Quality Example: Cambi Thermal Hydrolysis Granular, Class A biosolids Easily stored and land-applied Low odor Higher value products are possible Bottom line: Working with an end product that can access more markets can stabilize product costs long-term

TH/Digestion Cake Odor from Field Sites THP with Centrifuge Dewatering THP with BFP Dewatering Conventional MAD with Centrifuge Dew 25,000 20,000 Mean Headspace Detection Threshold (dilutions to threshold) 15,000 10,000 5,000 Conventional Thermal Hydrolysis Processes Mesophilic

Case Study: DC Water Class B lime stabilized biosolids, spread and stored across Virginia Public opposition to biosolids land application Potential for regulatory changes to biosolids land application High energy and disposal/reuse costs Earlier digestion project cancelled due to high capital costs Brown and Caldwell 8

Biosolids Program Drivers DC Water Reestablish a digestion/energy program at Blue Plains that has long term sustainability Greatly reduce biosolids volumes Produce a low odor, well dewatered biosolids product with potential for “beyond-ag” uses Produce renewable power to offset plant energy needs Achieve Class A biosolids Brown and Caldwell 9

Re-Evaluation of Biosolids Alternatives in 2007 used Updated Research/Information DC Water recognized the need for biosolids product improvement and diversification over time 12 Alternatives developed/evaluated Various anaerobic digestion processes Digestion pretreatment including TH Thermal drying options Many options used existing lime stabilization capacity to handle peak/abnormal events Employed expert panel as part of the evaluations Evaluation included site visits at TH/digestion plants in the UK

Cambi™ Thermal Hydrolysis Process (Mark II) Foul Gas Processing, Then to Digesters Recycled Steam Raw Solids (15-18%) Flash Line Variable Level 2. Add Steam 3. Batch Hold Cycle Variable Level Hydrolyzed sludge to digestion (9-12%) 4. Flash Cycle 1. In-Reactor Fill Steam ~150-175 psi Dilution Water PULPER TANK (Pre-heat) REACTORS FLASH TANK 1. In-Reactor Fill Cycle 2. Add Steam to Reach 90 psi, 320 F 3. Batch Hold Time (Class A) 4. Flash (steam explosion) to Flash Tank Brown and Caldwell

Centrifuge Dewatering Preserving Cake Quality - Belt Filter Presses Selected over Centrifuges Detailed business case evaluation of BFPs vs. centrifuges Both technologies achieve ~30% solids BFPs use less energy Net present value of options was similar - space requirements also similar No regrowth with either, but odor regrowth potential with centrifuge BFP pilot testing in U.K. on Cambi/digested feed – to determine parameters for design Belt Filter Press Dewatering Centrifuge Dewatering Cake Solids (%) THP Site

Preserving Cake Quality - Minimizing Cake Conveyance Pre-Dewatering Centrifuges A mantra at DC Water! Cake drops directly into cake bins Pre-dewatered cake pumped minimum distance to THP trains Final Dewatering (BFP) cake- single belt conveyor to loadout Cake Bin 15 to 18% Solids PC Pump to Cambi THP

Win-Win Project: DC Water Thermal hydrolysis (Cambi) facilities on-line Produce 13 MW electricity through combined heat and power Anticipate further program savings through generation of a marketable soil blend Estimated 50,000 metric ton reduction in CO2e emissions Savings on end use: No net impact on ratepayers Brown and Caldwell 14

Case Study: San Francisco Class B biosolids through anaerobic digestion, used in land application and landfill cover Regulatory and public pressure on both available outlets Rising end use management costs Vulnerable, aging solids handling infrastructure Brown and Caldwell 15

Case Study: San Francisco Upgrades at two treatment plants to Class A processes Diversification of end uses through planned product marketing within the Bay Area Near-term exploration of regional collaborations for Class A and biosolids-to-energy interim options Brown and Caldwell 16

Summary: Higher Value Products Can Reduce Program Costs Cambi or other Class A processes can be the basis for a higher value product (e.g. DC Water soil blend) Marketable products can introduce diversity to your biosolids portfolio, decreasing end use risk

Summary: How Does Upgrading Biosolids Treatment Help? Introduction of new/different product in the biosolids marketplace can create a “niche” and create a unique market advantage Improve process reliability Produce a higher quality, potentially less odorous product Perception of decreased public health risk Potential to decrease overall program management costs (e.g. improved dewatering, decreased product quantity, reliable access to end use sites) Class A products allow access to a broader range of markets Creating opportunities for diversification can help control longterm risks and costs

Case Study: San Jose Class A biosolids lagoon dried and sent to adjacent landfill Challenges associated with landfill closure and neighborhood issues Desire to continue biosolids beneficial use Brown and Caldwell

RFI Process as Market Sounding Brown and Caldwell

No Clear Drivers for Class A Market investigations on value of Class A and reuse costs in Bay Area TPAD Class B demonstrated similar NPV cost relative to mesophilic Class B and provided improved solids stabilization and gas production No immediate driver for Class A – defer Class A pending market needs and regulatory changes Brown and Caldwell

Conclusions Understand your target markets Focus on product quality and characteristics – tie back to onsite facilities Your unique drivers determine the products and markets – know yourself! Brown and Caldwell

Questions? Natalie Sierra, P.E. nsierra@brwncald.com Brown and Caldwell