integration of partial anaerobic digestion and microbial...
TRANSCRIPT
Integration of Partial Anaerobic Digestion and Microbial Fuel Cell Technologies for
treatment of sludge from wastewater treatment plants
www.mfc4sludge.euMFC4sludge project is funded under grant: FP7‐SME‐2013/EC‐GA 605893
Conference on Industrial Waste & Wastewater Treatment & Valorization
President Hotel, Athens - 22/05/2015
E. Borràs1; D. Sánchez1, P. Bosch‐Jimenez1, S. Martinez‐Crespiera1, O. Alonso1, R. Shechter21 LEITAT Technological Centre (Barcelona, Spain),
2 Emefcy Bio‐energy Systems Ltd. 300889 Caesarea (Israel).
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Presentation Outline
1. Introduction2. Materials & Methods3. Results4. Conclusions
Athens - 22/05/2015
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Aim of the project MFC4Sludge: Reduction of sludge production in WWTPs
Objectives of the MFC4Slude approach:• Partial Anaerobic Digestion as pretreatment.• MFC optimization and scaling‐up process.• Optimized scaling‐up of the integrated
process• Power generation improvement
• Sludge production in WWTPs varies between 10 and 30kg per capita in most European countries.
• The disposing of this sludge easily reach up to 60% of thetotal operation cost of a WWTP and consume vastquantities of energy.
1. INTRODUCTIONAthens - 22/05/2015
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Integration of partial AD+MFC
Direct energy recovery
production as electricity
Easily degradable short organics (mainly volatile fatty acids (VFAs) and
alcohols)
1. INTRODUCTIONAthens - 22/05/2015
Partial A
naerob
ic Digestio
nMicrobial Fue
l Cell
Adapted from Lovley, Nature 4, 2006
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Partial Anaerobic Digestion (AD)2. MATERIALS & METHODS
Athens - 22/05/2015
Microbial Fuel Cells (MFCs)• Design type: laminar (self constructed).• Air cathode• Scales tested: 150 mL, 1L and 2,5L• Electrochemical techniques: Polarization Curves (PC),
Constant Load Discharge (CLD), Constant Voltage Operation(CVO), Electrochemical Impedance Spectroscopy (EIS) andCyclic Voltamperometry (CV)
• Design type: 5liter ‐ CSTR (Major Sscience , USA).• HRT: 3‐4 days• pH: 5,2‐5,6• Temperature: 25ºC• Agitation: 200rpm• Analysis: COD, BOD, TSS, VSS, VFAs, conductivity
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Substrate Units Mean value
Sodium acetate g/l 3,20
Sodium Propionate g/l 0,38
Sodium Butyrate g/l 1,61
Acid Valeric g/l 0,26
VFA Power (mW) Energy (Wh/day) Energy (Wh/L)Acetate 12,15 0,29 0,68
Propionate 3,69 0,09 0,21butirate 3,09 0,07 0,17Valerate 3,90 0,09 0,22Mixture 7,42 0,18 0,41
• The performance of MFC fed with a VFAs‐mixture in synthetic wastewater is higher than thepropionate, butyrate and valerate separately and lower than acetate (2,5 g/L).
• It is remarkable that the output performance of VFAs mixture is 61% approximately ofacetate water and the percentage of acetate in VFAs mixture is 59 %. The main contributionin power output of VFAs mixture synthetic water is due acetate.
Feeding MFC with synthetic HA‐AD effluent3. RESULTS
Athens - 22/05/2015
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Aging MFCs: loss of power output
• The power output of MFC decreasedfrom >10 mW to 4 mW.
• Not caused due to internal resistances.• Electrodes? verification needed!
3. RESULTSAthens - 22/05/2015
• After 6 months operation, a decrease in power output was detected.
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Aging MFCs: loss of power output Anode/Biofilm problems?
Detail of bioelectroactive biofilm growing onanode surface
SEM images of anode surface
Detail of bioelectroactive biofilm growing onanode surface after deal&Live
3. RESULTSAthens - 22/05/2015
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Aging MFCs: loss of power output Cathode problems?
Cathode
The cathode CV indicates less cathode performance
The current of aged MFC is higher than the initial MFC.
3. RESULTSAthens - 22/05/2015
CATHODE loss of oxygen reduction capacity
The cathodes potential decreased
Anode
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3. RESULTSAthens - 22/05/2015
Partial Anaerobic Digestion performance
Composition of Partial AD effluent• COD depletion: <30%• pH: 5,2 ‐ 5,6• Conductivity (mS/cm): 3,1 – 6,6• N‐NH4
+ (mg/L): 180 ‐530• VFAs composition:
✔
Parameter Units Range (mg/L)
Acetic acid mg/l 45 ‐ 1138
Propionic acid mg/l 20 ‐ 998
Butyric acid mg/l 50 ‐ 617
Valeric acid mg/l 69 ‐ 108
Highly dependent on influent composition (solids content)
Influent of Partial AD unit:mixture of primary and secondary (1/1 V/v) WWTP sludge
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Settler Anaerobic digester Microbial Fuel Cell
Integration of partial anaerobic digestion and MFC
3. RESULTSAthens - 22/05/2015
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Intensity (mA) Power Output (mW) % P
Acetate ‐9,8 3.3 100 %
Sludge ‐4 1.4 4 %
Integration of partial anaerobic digestion and MFC at lab‐scale3. RESULTS
Athens - 22/05/2015
• Relevant decrease in Power output using sludge as substrate• The COD degradation is between 60‐85%
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Up‐scaling MFC Units: 1‐liter device
460 mm320 mm
• Inoculation period takes longer compared to 150mL MFCs. That was expected due to anode highersurface.
• The current density achieved is similar to thesmaller device. So, scaling‐up did not effectnegatively on current generation.
• In terms of COD removal, similar capacity wasdetermined in synthetic wastewater and sludge
3. RESULTSAthens - 22/05/2015
Inoculation period with synthetic wastewater (acetate)
Operation with sludge
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Energy balance of the HA‐AD integrated system
Energy consumption
Energy Produced
Laboratory case, which is nota real approach
3. RESULTSAthens - 22/05/2015
Path for optimizationMore research is needed
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Demonstration of Partial AD+MFC in real WWTP3. RESULTS
Athens - 22/05/2015
• P&ID scheme of the integrated solution
MFC prototypePartial AD prototype
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Demonstration of Partial AD+MFC in real WWTP3. RESULTS
Athens - 22/05/2015
• 10L prototyte (4x2,5L MFC) operating since 13/05/2015 in a real WWTP (Aduna, Spain).• Coupled to a partial AD system.• Treating a mixture of primary and secondary sludge (1:1, v/v).• 3 months operation are foreseen to validate the applicavility of the technology.
Inoculation
Integration✔
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Conclusions
• MFC technology has been validated to generate electricity from pre‐treated sludges.However, power output is significantly lower compared to synthetic wastewaters.
• MFC performance decreases after use due to cathodic catalyst loss.
• Scaling‐up of MFC successfully achieved. No loses in current density.
• Partial anaerobic digestion is capable of conditioning a mixture of primary andsecondary sludge, resulting in an effluent containing VFAs.
• Research so far has permitted the construction of a prototype that is under validationin real site.
4. CONCLUSIONSAthens - 22/05/2015
Thanks for your attention
Eduard Borràs, PhD – [email protected] Biotechnology Researcher