HERAKLION 2019 International Conference on Sustainable Solid Waste - PowerPoint PPT Presentation
HERAKLION 2019 International Conference on Sustainable Solid Waste Management 26 29 June 2019 Performance comparison between mesophilic and thermophilic anaerobic digestion processes carried out on waste activated sludge A. Cerutti 1 ,
HERAKLION 2019 International Conference on Sustainable Solid Waste Management 26 – 29 June 2019 Performance comparison between mesophilic and thermophilic anaerobic digestion processes carried out on waste activated sludge A. Cerutti 1 , G. Campo 1 , M.C. Zanetti 1 , G. Scibilia 2 , E. Lorenzi 2 , B. Ruffjno 1 1 Department Environment, Land and Infrastructure Engineering, Politecnico di T orino, T orino, I-10129, Italy 2 Research Center, Società Metropolitana Acque T orino S.p.A., Viale Maestri del Lavoro, 4 – 10127 T orino, Italy
http://www.cambi.com 2 STRATEGIES Waste Activated Pre / intermediate Sludge MESOPHILIC tretments AD Extracellular Polymeric Bacteri Substance a (EPS) Dark- Glowing color brown color from Shana et al., 2015 Low degradability ▼ Low effjciency of the AD process • Low dewaterability
http://www.cambi.com 2 STRATEGIES Waste Activated Pre / intermediate Sludge MESOPHILIC tretments AD Extracellular Polymeric Bacteri Substance a (EPS) Dark- Glowing color brown color from Shana et al., 2015 ? Low degradability ▼ THERMOPHILIC Low effjciency of the AD process • Low dewaterability AD
In this presentation: MODELING PHASE EXPERIMENTAL PHASE Simplifjed Anaerobic Digestion Model 1 (ADM1) Calibratio Mesophilic AD of WAS in a 300L CSTR n Validatio n Calibratio Thermophilic AD of WAS in a 44L CSTR n Thermophilic AD of WAS in a 300L Validatio CSTR n
In this presentation: MODELING PHASE EXPERIMENTAL PHASE Simplifjed Anaerobic Digestion Model 1 (ADM1) Calibratio Mesophilic AD of WAS in a 300L CSTR n Validatio n Calibratio Thermophilic AD of WAS in a 44L CSTR n Thermophilic AD of WAS in a 300L Validatio CSTR n k: fjrst order kinetics Mesophilic cond. costant [ 1/d ] WA B 0 : biomethane S Thermophilic cond. potential [ Nm 3 /kgVS ]
Experimental MESOPHILIC THERMOPHILIC phase CONDITION 38°C, CONDITION 55°C, HRT HRT 20 d 20 d Pre-thickened WAS (TS, VS, pH, FOS / TAC) 5 days / week Biogas 300 L (CH 4 , CO 2 , O 2 , C.S.T.R. Bal.) 5 days / week Digestate (TS, VS, pH, FOS / TAC) 5 days / week
Experimental MESOPHILIC THERMOPHILIC phase CONDITION 38°C, CONDITION 55°C, HRT HRT 20 d 20 d Pre-thickened WAS (TS, VS, pH, FOS / TAC) 5 days / week 44 L C.S.T.R. Biogas 300 L (CH 4 , CO 2 , O 2 , C.S.T.R. Bal.) 5 days / week Digestate (TS, VS, pH, FOS / TAC) 5 days / week
Experimental MESOPHILIC THERMOPHILIC phase CONDITION 38°C, CONDITION 55°C, HRT HRT 20 d 20 d Pre-thickened WAS (TS, VS, pH, FOS / TAC) 5 days / week 44 L C.S.T.R. Biogas 300 L (CH 4 , CO 2 , O 2 , C.S.T.R. Bal.) 5 days / week 300 L C.S.T.R. Digestate (TS, VS, pH, FOS / TAC) 5 days / week
Castiglione T orinese SMAT WWTP 2,300,000 e.p. Thermophilic digesters Sludge line: from pre- thickeners to digesters Static pre-thickener Thermophilic inoculum WAS sample Thickened from 2,5 to 3% TS Mesophilic inoculum
Industrial design Experiment (optimal HRT) al phase B exp , VS exp removal Modeling phase k, B 0 naerobic Digestion Model 1 (ADM1) (Batstone DJ. et al., 2002) ying hypothesis: olysis is assumed to be the limiting step of AD methane production can be modelled through a fjrst order k
CSTR Digester Biogas VS b VS TOT VS b VS nb VS nb NVS NVS
CSTR Digester Biogas VS b VS TOT VS b Y VS nb VS nb NVS NVS
CALIBRATION Daily VS concentration 14 kg VS / m3 13 12 11 THERMOPHILIC WAS AD 10 44 L CSTReactor 9 57 days AD 8 29 alimentations 7 6 0 5 10 15 20 25 30 35 40 45 50 55 60 Days
CALIBRATION Daily VS concentration Model Experimental 14 kg VS / m3 13 THERMOPHILIC WAS AD 12 11 K = 0,380 1/d 10 9 Y = 42 % 8 B O = 0,218 7 Nm 3 /kg VS 6 0 5 10 15 20 25 30 35 40 45 50 55 60 Days
VALIDATION THERMOPHILIC WAS Cumulative methane production Model WAS AD 12,00 K = 0,380 1/d 10,00 Y = 42 % B O = 0,218 8,00 Nm 3 /kg VS Nm3 6,00 THERMOPHILIC 4,00 WAS AD 300 L CSTReactor 2,00 58 days AD 35 alimentations 0,00 0 12 24 36 48 60 Days
VALIDATION THERMOPHILIC WAS Cumulative methane production Model Experimental WAS AD 1,40 K = 0,380 1/d 1,20 Y = 42 % B O = 0,218 1,00 Nm 3 /kg VS Nm3 0,80 0,60 THERMOPHILIC WAS AD 0,40 300 L CSTReactor Error < 1% 0,20 58 days AD 35 alimentations 0,00 0 12 24 36 48 60 Days
CST Reactor Steady state condition B 20d = 0,193 Nm 3 /kg VS 1 stage HRT =20 A.D. d B 10+10d = 0,209 Nm 3 /kg VS 2 stage HRT =10 HRT =10 A.D. d d
WAS A.D. in WWTP Castiglione Torinese Present conditions WAS Mesophilic AD 38 °C K = 0,085 1/d B O = 0,147 Nm 3 /kg VS B 20d = 0,090 Nm 3 /kg VS
WAS A.D. in WWTP Castiglione Torinese Present conditions Scenario 1 WAS WAS Thermophilic AD 55 °C Mesophilic AD 38 °C K = 0,380 1/d + 347 K = 0,085 1/d % B O = 0,147 Nm 3 /kg B O = 0,218 Nm 3 /kg VS VS B 20d = 0,193 B 20d = 0,090 Nm 3 /kg VS Nm 3 /kg VS + 108 %
WAS A.D. in WWTP Castiglione Torinese Present conditions Scenario 1 Scenario 2 WAS WAS WAS O Thermophilic AD 55 °C Pretreatment + AD 38°C Mesophilic AD 38 °C R K = 0,380 1/d R NaOH 4g/100g TS + 347 K = 0,085 1/d O + % B O = 0,147 Nm 3 /kg 90 °C, 1,5h M W B O = 0,218 Nm 3 /kg VS O VS T B 20d = 0,193 B 20d = 0,226 B 20d = 0,090 Nm 3 /kg VS Nm 3 /kg VS Nm 3 /kg VS + 108 + 144 % %
Conclusio ns • The WAS AD in thermophilic condition improved the biochemical methane potential by 50 % related to the mesophilic condition; • The raw WAS was only slowly biodegradable (k =0.085 d -1 ) but the thermophilic condition increased the hydrolysis constant by 347 %; • Due to the thermophilic condition; the WAS biodegradability rose from 28 to 42 %, with an increase of 50 %; • In steady state condition with HRT equal to 20 days, the specifjc methane production increase in the order of 108 % related to the mesophilic condition.
HERAKLION 2019 International Conference on Sustainable Solid Waste Management 26 – 29 June 2019 Performance comparison between mesophilic and thermophilic anaerobic digestion processes carried out on waste activated sludge Thank you for your attention! A. Cerutti 1 , G. Campo 1 , M.C. Zanetti 1 , G. Scibilia 2 , E. Lorenzi 2 , B. Ruffjno 1 alberto.cerutti@polito.it http://www.wearwe.polito.it 1 Department Environment, Land and Infrastructure Engineering, Politecnico di T orino, T orino, I-10129, Italy 2 Research Center, Società Metropolitana Acque T orino S.p.A., Viale Maestri del Lavoro, 4 – 10127 T orino, Italy
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