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Waste to Energy
Muhammad Kismurtono
Research Unit For Natural
Product Technology,The
Indonesian Institute of
Sciences.
Jl.Gading-Wonosari Km.7,
Gading, Playen, Gunungkidul
WASTE to ENERGY: Upgrade BioGas To Methane For Engine <10 Mw
RESEARCH AND DEVELOPLMENT
METHANE CAPTURE
COMBINED HEAT & POWER
OPERATION ANDAINTENANCE
Established to develop
biogas/biomass project in
Indonesia using liquid/solid waste
from agro industry (palm oil mill,
tapioca starch, farm etc.)
Competence staffs with years of
experience in biogas/biomass
project, project development,
financing& management, and
power generation.
Reliable technological partners
from local and overseas to
optimize the plant performance
 POME Biogas System;
Bioflow Anaerobic Pond Capped
 Process Control and Monitoring
 Data recording
 Biogas Distribution system
 Biogas Treatment system
 Biogas Utilization - Heat & Power
 Palm Biomass System
 Fuel preparation system
 Heat recovery system
 EFB Pelletizing plant
o Agro industries produced
significant amount of waste in
liquid or solid form. This waste
mainly consist of organic
matter which can be converted
into source of energy.
o A palm oil mill produces on
average 0.6 m3
wastewater per
ton FFB processed with organic
content ranging from 30,000 –
60,000 mg COD/l.
o Commonly treated in open
lagoons as it is still considered
as the most cost-effective
system.
Fig.1 Typical Open Lagoon
Road Map: Potensi BioMasa untuk Energi Alternative
Palm Oil Mill Effluent (POME) Characteristics
Parameters Value
COD total
pH 4.2 ±0 mgCOD1
Suspended Solids
COD soluble
Carbohydrate total
Volatile Suspended Solids
Lipids total
Proteins total
Minerals
Ca: 860, Mg: 800, Fe:126, Zn:1.1,
K: 2,470, Na: 130, B: 5.18,
Mn: 9.22 mg/l
89,933 + 32,621
38,850 + 11,950
30,054 + 10,742
27,226 + 9,156
29,384 + 17,983
25,340 + 7,580
19,427 + 3,781
mgCOD1
mg/l
mg/l
mg/l
mg/l
mg/l
mg/l
Palm Oil Mill Effluent (POME)
Temperature
range
°C
Methanobacterium 37 – 45
Methanobrivibacter 37 – 40
Methanosphaera 35 – 40 6.8
Methanothermus 83 – 88 6.5
Methanococcus 35 – 40
Methanocorpusculum 30 – 40
Methanoculleus 35 – 40
Methanogenium 20 – 40 7.0
Methanoplanus 30 – 40
Methanospirillum 35 – 40 7.0 – 7.5
Methanococcoides 30 – 35 7.0 – 7.5
Methanohalobium 50 – 55 6.5 – 7.5
Methanolobus 35 – 40 6.5 – 6.8
Methanosarcina 30 – 40
Methanothrix 35 – 50 7.1 – 7.8
Genus pH
Optimal growth temperature and optimal pH
of some methane-producing bacteria
Substance Gas yield
m³/kg
CH4 Content
% by volume
Carbohydrates 0.830 50
Proteins 0.610 65
Lipids 1.430 71
Specific biogas yields
Michael H. Gerardi: The Microbiology of Anaerobic Digesters, 2003
Temperature
CH4 H2O
CO2 H2
reduction of carbon dioxide
CO2 + 4 H2 → CH4 + 2 H2O ∆ G0 = - 135,6 kJ
Feature
Mesophilic Thermophilic
Digester Digester
Loading rates Lower Higher
Destruction of pathogens Lower Higher
Sensitivity of toxicants Lower Higher
Operational costs Lower Higher
Temperature control Less difficult More difficult
Michael H. Gerardi: The Microbiology of Anaerobic Digesters, 2003
CH3COOH
CH4 H2O
CH3COO H+
decarboxylation of acetic acid
CH3COOHà CH4 + CO2 ∆ G0 = - 31 kJ
Temperature Range for Methane Production
Temperature [°C] Methane Production
35 Optimum
32 - 34 Minimum
21 – 31 Little, digester going „sour“
< 21 Nil, digester is „sour“
Anaerobic Digester Systems
Digester Tank SystemDigester Tank System
Relatively expensive to construct. (require high
quality concrete foundation – in some cases piling
is needed – to support the tank)
Suitable to construct any type of soil and the
footprint of the biogas plant is relatively
smallerCorrosion risks with steel tanks increased the
concern about maintenance and safety risks.
Leaking gas because of rusted tanks has been
reported at some CSTR sites.
Short POME retention time raised a risk of
performance problem if management of the
sensitive digester was not perfect. During peak
season the production of POME could increase
drastically which could reduce the retention time
inside the tank.
Easily affected by temperature changes, required a
good insulation to maintain the temperature inside
the tank.
Little or no gas storage. This can be a disadvantage
at a palm oil mill where there are seasonal
fluctuations in POME production and electricity
requirement throughout the day/week.
Relatively cheaper to construct
Not suitable to construct at pit soil area and
required larger space area.
Very large capacity reactors with a POME retention
time between 40 to 60 days compared to 7 – 20
days with digester tank. The large capacity would
reduce the risk that the anaerobic process could be
killed or impaired by sudden changes in waste
composition, volume, temperature or pH, such as
can occur within a smaller and more sensitive tank
reactor.
Covered lagoon have more ability to maintain
temperature inside the reactor which help
promotes bacterial growth
Have a large volume of gas storage. The covered
lagoon can easily store gas to later generate
electricity during the off period or night times
Pond Capped System
Bioflow Anaerobic Pond Capped System
Mill throughput and operational hours (past, present and future)
POME characteristics and quantity
Project direction – thermal application, power application or combine heat and power
Site location and space availability
Required power or heat and future extension
Sludge and wastewater processing facility
Current heat and power situation (fuel consumption etc)
Bioflow Anaerobic Pond Capped System
Parameters 30 ton/h mill 45 ton/h mill 60 ton/h mill
Design biogas plant rate
20 30 40
m3/hour m3/hour m3/hour
COD/BOD reduction 90% 90% 90%
Est. biogas 500 – 815 815 – 1,000 1.000 – 1.320
production Nm3
/ hour Nm3
/ hour Nm3
/ hour
Methane % N 55 – 65 % 55 – 65 %
Equivalent energy
4,204 – 6,852 6,852 – 8,400 8,400 – 11,088
MJ/hour MJ/hour MJ/hour
Equivalent shell
0.8 – 1.3 1.3 – 1.6 1.3 – 1.6
ton/hour ton/hour ton/hour
Electricity potency
±1000 ±1,500 ±2,000
kWe kWe kWe
Bioflow Anaerobic Pond Capped System
 Anaerobic Pond Capped With HDPE Membrane
 Bioflow Mixing Mechanism
 POME Feed System
 Treated POME Discharge
 Biogas Feeding Stations
 Sludge Pumping System
 Plant Utility System
 Reactor Monitoring System
 Calibrated equipment, sensors, monitoring and recording system in
 compliance to CDM requirement
 Biogas Treatment System (H2S biological scrubber & Biogas dehumidifier)
 Biogas Flare System
 Biogas Generator Set
Bioflow Anaerobic Pond Capped System
Anaerobic Pond Retrofitting
Bioflow Diffuser Mixing Mechanism
HDPE Skirting & Biogas Collection Pipe
HDPE Capping Process
HDPE Capping Process
HDPE Cap Welding Process
Anaerobic pond started to generate biogas
Skid Mounted – Biogas Plant System
Skid Mounted – Biogas Scrubber Feeder System
Skid Mounted – Biogas Genset Feeder System
Skid Mounted – Pome & Utilities System
Skid Mounted – Treated POME Discharge
Biogas Flare
Biological H2S Scrubber System
Biogas Dehumidifier
Human Machine Interphase – Plant Automation
Human Machine Interphase – Plant Automation
Containerised - Biogas Generator Set
Containerised - Biogas Generator Set
Load Test Result
Bird Eye View of The Plant
Biomasa 2

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Biomasa 2

  • 1. Waste to Energy Muhammad Kismurtono Research Unit For Natural Product Technology,The Indonesian Institute of Sciences. Jl.Gading-Wonosari Km.7, Gading, Playen, Gunungkidul
  • 2. WASTE to ENERGY: Upgrade BioGas To Methane For Engine <10 Mw RESEARCH AND DEVELOPLMENT METHANE CAPTURE COMBINED HEAT & POWER OPERATION ANDAINTENANCE Established to develop biogas/biomass project in Indonesia using liquid/solid waste from agro industry (palm oil mill, tapioca starch, farm etc.) Competence staffs with years of experience in biogas/biomass project, project development, financing& management, and power generation. Reliable technological partners from local and overseas to optimize the plant performance
  • 3.  POME Biogas System; Bioflow Anaerobic Pond Capped  Process Control and Monitoring  Data recording  Biogas Distribution system  Biogas Treatment system  Biogas Utilization - Heat & Power  Palm Biomass System  Fuel preparation system  Heat recovery system  EFB Pelletizing plant
  • 4. o Agro industries produced significant amount of waste in liquid or solid form. This waste mainly consist of organic matter which can be converted into source of energy. o A palm oil mill produces on average 0.6 m3 wastewater per ton FFB processed with organic content ranging from 30,000 – 60,000 mg COD/l. o Commonly treated in open lagoons as it is still considered as the most cost-effective system. Fig.1 Typical Open Lagoon
  • 5. Road Map: Potensi BioMasa untuk Energi Alternative
  • 6. Palm Oil Mill Effluent (POME) Characteristics Parameters Value COD total pH 4.2 ±0 mgCOD1 Suspended Solids COD soluble Carbohydrate total Volatile Suspended Solids Lipids total Proteins total Minerals Ca: 860, Mg: 800, Fe:126, Zn:1.1, K: 2,470, Na: 130, B: 5.18, Mn: 9.22 mg/l 89,933 + 32,621 38,850 + 11,950 30,054 + 10,742 27,226 + 9,156 29,384 + 17,983 25,340 + 7,580 19,427 + 3,781 mgCOD1 mg/l mg/l mg/l mg/l mg/l mg/l
  • 7. Palm Oil Mill Effluent (POME)
  • 8. Temperature range °C Methanobacterium 37 – 45 Methanobrivibacter 37 – 40 Methanosphaera 35 – 40 6.8 Methanothermus 83 – 88 6.5 Methanococcus 35 – 40 Methanocorpusculum 30 – 40 Methanoculleus 35 – 40 Methanogenium 20 – 40 7.0 Methanoplanus 30 – 40 Methanospirillum 35 – 40 7.0 – 7.5 Methanococcoides 30 – 35 7.0 – 7.5 Methanohalobium 50 – 55 6.5 – 7.5 Methanolobus 35 – 40 6.5 – 6.8 Methanosarcina 30 – 40 Methanothrix 35 – 50 7.1 – 7.8 Genus pH Optimal growth temperature and optimal pH of some methane-producing bacteria Substance Gas yield m³/kg CH4 Content % by volume Carbohydrates 0.830 50 Proteins 0.610 65 Lipids 1.430 71 Specific biogas yields Michael H. Gerardi: The Microbiology of Anaerobic Digesters, 2003
  • 9. Temperature CH4 H2O CO2 H2 reduction of carbon dioxide CO2 + 4 H2 → CH4 + 2 H2O ∆ G0 = - 135,6 kJ Feature Mesophilic Thermophilic Digester Digester Loading rates Lower Higher Destruction of pathogens Lower Higher Sensitivity of toxicants Lower Higher Operational costs Lower Higher Temperature control Less difficult More difficult Michael H. Gerardi: The Microbiology of Anaerobic Digesters, 2003 CH3COOH CH4 H2O CH3COO H+ decarboxylation of acetic acid CH3COOHà CH4 + CO2 ∆ G0 = - 31 kJ Temperature Range for Methane Production Temperature [°C] Methane Production 35 Optimum 32 - 34 Minimum 21 – 31 Little, digester going „sour“ < 21 Nil, digester is „sour“
  • 10. Anaerobic Digester Systems Digester Tank SystemDigester Tank System Relatively expensive to construct. (require high quality concrete foundation – in some cases piling is needed – to support the tank) Suitable to construct any type of soil and the footprint of the biogas plant is relatively smallerCorrosion risks with steel tanks increased the concern about maintenance and safety risks. Leaking gas because of rusted tanks has been reported at some CSTR sites. Short POME retention time raised a risk of performance problem if management of the sensitive digester was not perfect. During peak season the production of POME could increase drastically which could reduce the retention time inside the tank. Easily affected by temperature changes, required a good insulation to maintain the temperature inside the tank. Little or no gas storage. This can be a disadvantage at a palm oil mill where there are seasonal fluctuations in POME production and electricity requirement throughout the day/week. Relatively cheaper to construct Not suitable to construct at pit soil area and required larger space area. Very large capacity reactors with a POME retention time between 40 to 60 days compared to 7 – 20 days with digester tank. The large capacity would reduce the risk that the anaerobic process could be killed or impaired by sudden changes in waste composition, volume, temperature or pH, such as can occur within a smaller and more sensitive tank reactor. Covered lagoon have more ability to maintain temperature inside the reactor which help promotes bacterial growth Have a large volume of gas storage. The covered lagoon can easily store gas to later generate electricity during the off period or night times Pond Capped System
  • 11. Bioflow Anaerobic Pond Capped System Mill throughput and operational hours (past, present and future) POME characteristics and quantity Project direction – thermal application, power application or combine heat and power Site location and space availability Required power or heat and future extension Sludge and wastewater processing facility Current heat and power situation (fuel consumption etc)
  • 12. Bioflow Anaerobic Pond Capped System Parameters 30 ton/h mill 45 ton/h mill 60 ton/h mill Design biogas plant rate 20 30 40 m3/hour m3/hour m3/hour COD/BOD reduction 90% 90% 90% Est. biogas 500 – 815 815 – 1,000 1.000 – 1.320 production Nm3 / hour Nm3 / hour Nm3 / hour Methane % N 55 – 65 % 55 – 65 % Equivalent energy 4,204 – 6,852 6,852 – 8,400 8,400 – 11,088 MJ/hour MJ/hour MJ/hour Equivalent shell 0.8 – 1.3 1.3 – 1.6 1.3 – 1.6 ton/hour ton/hour ton/hour Electricity potency ±1000 ±1,500 ±2,000 kWe kWe kWe
  • 13. Bioflow Anaerobic Pond Capped System  Anaerobic Pond Capped With HDPE Membrane  Bioflow Mixing Mechanism  POME Feed System  Treated POME Discharge  Biogas Feeding Stations  Sludge Pumping System  Plant Utility System  Reactor Monitoring System  Calibrated equipment, sensors, monitoring and recording system in  compliance to CDM requirement  Biogas Treatment System (H2S biological scrubber & Biogas dehumidifier)  Biogas Flare System  Biogas Generator Set
  • 14. Bioflow Anaerobic Pond Capped System
  • 17. HDPE Skirting & Biogas Collection Pipe
  • 20. HDPE Cap Welding Process
  • 21. Anaerobic pond started to generate biogas
  • 22. Skid Mounted – Biogas Plant System
  • 23. Skid Mounted – Biogas Scrubber Feeder System
  • 24. Skid Mounted – Biogas Genset Feeder System
  • 25. Skid Mounted – Pome & Utilities System
  • 26. Skid Mounted – Treated POME Discharge
  • 30. Human Machine Interphase – Plant Automation
  • 31. Human Machine Interphase – Plant Automation
  • 32. Containerised - Biogas Generator Set
  • 33. Containerised - Biogas Generator Set
  • 35. Bird Eye View of The Plant