using anaerobic digestion to produce renewable...
TRANSCRIPT
Using Anaerobic Digestion to Produce Renewable Energy
Jactone Arogo Ogejo, Ph.D., P.E. Assoc. Professor and Extension Specialist
VBN Annual Conference 2013 Farmville, VA September 10, 2013
What is Anaerobic Digestion
A fermentation process mediated by bacteria in oxygen free environments resulting in the production of methane (CH4) carbon dioxide (CO2) and other minor gases Process occurs naturally in: • marshes; sediments; wetlands; guts of
ruminants and some insects
Engineered systems are used at WWTP, farms, landfills
• Electricity for on-farm use (avoided cost)
• Electricity to grid • REC & Carbon Credits • Nutrient trading • Tipping Fees • Sale of separated liquid and solids
Revenues
Animal Bedding • Locally generated
Fertilizer • 90% less odor • Reduce P & K (separation) • N – form bioavailable to plants • On-farm use and/or sold • Water Quality (e.g. reduction in
pathogens, leaching of N)
Products and Use
Environmental benefits
• Reduced odor • Capture of potent GHG
Manure (dairy, swine)
Food waste
Feedstock (organic matter)
Horticultural and pet food
DIGESTER
GENERATOR
Technology
Feedstock and products of anaerobic digestion
Anaerobic digesters are currently used at wastewater treatment plants and on farms around the US including some installations in Virginia
According to (http://www.biogasdata.org)
In the U.S. • 1238+ plants produce biogas • 837+ use biogas for energy • 292+ generate electricity from biogas • 74+ deliver electricity to the grid • 25+ deliver biogas to pipelines
The potential to generate renewable energy from wastewater is significant
Biogas is produced in about 18 wastewater treatment facilities with daily flows > 2 MGD Smallest: Town of Christiansburg - 2.2 MGD
Largest: Henrico Co. Water Reclamation facility - 40
MGD
In Virginia……..
Listing of anaerobic digester installations at wastewater treatment plants in Virginia with indications of how the biogas produced is used (source: biogasdata.org).
Facility Plant flow (MGD)
Digester Temp Biogas use
Alexandria combined sewer system, Alexandria 35.0 Mesophilic Flared, drive machinery, heat digester, HVAC, injected in pipeline Chesapeake-Elizabeth WPCF, Virginia Beach 20.8 Mesophilic Flared Town of Christiansburg, Montogemery 2.2 Mesophilic Flared, heat digester, electricity from micro turbine Falling Creek Sewage Treatment Plant, Chesterfield 7.5 Mesophilic Flared, heat digester Henrico County Water Reclamation Facility, Henrico 40.0 Mesophilic Flared HRSD-Atlantic Sewage Treatment Plant, Virginia Beach 34.65 Mesophilic Flared HRSD-Nansemond Sewage Treatment Plant, Suffolk City 17.0 Mesophilic Flared, heat digester, HVAC, James River WPCF, Newport News 13.99 Mesophilic Flared Leesburg Water Pollution, Bath 5.0 Mesophilic Heat digester, HVAC Moores Creek Regional STP, Charlottesville 10.0 Unknown Unknown North River Wastewater Treatment Plant, Rockingham 12.0 Mesophilic Drive machinery, heat digester Peppers Ferry STP, Pulaski 4.5 Mesophilic Flared, drive machinery, heat digester, HVAC, injected in pipeline Proctors Creek WWTP, Chesterfield 16.0 Mesophilic Flared, heat digester, HVAC UOSA – Centreville, Fairfax 30.0 Thermophilic Flared, heat digester, HVAC, injected in pipeline Waynesboro STP, Waynesboro 2.45 Mesophilic Flared, heat digester, electricity from combustion engine Western Virginia Water Authority, Roanoke City 35.0 Mesophilic Flared, drive machinery, heat digester, electricity from combustion engine York River WPCF, York 6.66 Mesophilic Flared
Evaluation Criteria Association of State Energy Research
Technology Transfer Institutes (ASERTTI) protocol
Objectives
Evaluate AD over 1 year ~
• Waste stabilization
• Quantity & quality of biogas produced
Document operation & maintenance of AD
Volume
Total and soluble chemical oxygen demand (COD)
Total (TS) and volatile solids (VS)
Composition Use
Evaluation
Period: May 2011 – August 2012 • bi-weekly May 2011 to September 2011 • monthly October 2011 – August 2012
The Dairy Energy INC. Digester
Digester
Design Parameters • Type: 2-Stage mixed plug flow
• Temp: mesophilic ~ 101 °F
• Design HRT: 28 days
• Design by DVO Inc. WI
• Depth: 14 ft liquid and 2 ft gas storage
Acid Chamber
Met
hane
C
ham
ber
158 ft
75 ft
Influent
Effluent
Met
hane
C
ham
ber
Every 30 min.
Every 90 min.
Solids
Products: Biogas is converted to electricity using a GENSET and fed to the grid (360 KW)
Every 30 min.
Every 90 min.
Solids
Products: Any excess biogas or when engine or boiler is not running is flared
Waste Stabilization
Influent
Effluent Separated Liquids
45%
32%
Influent
Effluent Separated Liquids
51% 55%
TS: 7.5%
VS: 6.8%
VS: 3.9%
VS: 2.9%
TS: 5.3%
TS: 4.2%
Waste Stabilization
Solids reduction Total: 30% Volatile: 42%
Nutrient content of manure fed to digester
• Consistent solids content, pH, and nutrients
• Average pH of the raw manure is about 7.7
• Total nitrogen to phosphorus (P2O5) is 2.6 (wet wt)
• Ammonia nitrogen is about 42% of total nitrogen
The digester effluent
• The digestate is sent to the solids separator • The N, P, and K concentration consistent values following digestion. • The ratio of total nitrogen to total phosphorus is about 2.7 (wet
weight) basis, similar to raw manure N:P • No change in total N and P concentrations between raw and
digested manure. • Ammonium-N is 51% of the total nitrogen in digested manure –
increase of 10% compared to raw manure
Solids Separator • Mechanical screw press separator
with 0.5 mm slot openings
• Separated solids have 25-30% dry matter and used as animal bedding or fertilizer (contains some nutrients)
• For every 1000 gal (approx. 8,300 lbs.) of digestate processed, 760 lbs. (wet basis) of solids are
produced.
• The separated liquid is used as liquid fertilizer.
Separated liquid and solids nutrient content
Liquids
Solids
Nutrients Partitioning • Solids: 18, 23, & 9% of N, P,
and K, respectively. • Liquid: 82, 77, and 91% of
N, P, and K, respectively
Service & Maintenance
• Oil Change every 550 hours of engine run time ( 45 minutes)
• 10% electricity consumed by digester operations (pumps, separator) • Routine daily monitoring 20 minutes
450 KW Capacity
350 KW Produced
10% Consumed by Digester Operations
Successful AD performance
The evaluation showed ….
Recommendations
Investigate co-digestion (dairy manure + other feedstocks)
Monitoring & Evaluating ADs necessary to assure effective waste treatment & biogas production
Why is there only one digester on a dairy farm in VA?
• Size of dairy farms: 700 Dairies in VA, average
herd size of ~90
• High capital cost: On-farm systems are not cost effective for the size of farms in VA
• Green energy and carbon credits: Policies not well established
AD in VA – What is the Answer?
• Co-Digestion/Comingling/Blending feedstocks
• Centralized AD System
• Improved process efficiency
• New technology
To make AD work in small farms in Virginia we have set goals
1. To determine the optimum mix of selected
organic residuals to produce maximum quality and quantity of gas
2. Best digester configuration for maximum gas production
3. Figure out what will make the economics work for anaerobic digesters in small farming communities
Studies in our laboratory have shown that blending dairy manure (DM) with poultry processing wastewater (PPW) increases the quantity and quality of biogas produced
A – 100% DM; B – 33% DM; C – 50% DM; D – 67% DM; E – 100%PPW
Some challenges and barriers to the use of anaerobic digesters
• Economics: high capital cost, limited capital
resources, economics (real and perceived) does not justify the investment
• Working with public utilities: electric and gas • Separation/sorting organic feedstock – for dry
fermentation digesters • Air permitting and transportation and use of
mixed substrates in specific localities • Lack of community and utility leadership or
interest in green power
Thank You
Source: Moffatt B., AgStar Conference 2007
Contact: Jactone Arogo Ogejo Biological Systems Engineering Virginia Tech (540) 231 6815 [email protected]