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A PRESENTATION ON. Downloaded from CivilDigital.com. ENERGY GENERATION FROM BIO GAS PRODUCED AT STP. GUIDED BY: Dr A.B. Gupta Professor Civil Department. Presented By: K M Jaiswal M.Tech. Ist Sem. ID-2012 PCE5237. Downloaded from CivilDigital.com. - PowerPoint PPT Presentation
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ENERGY GENERATION FROM BIO GAS PRODUCED AT STP
A PRESENTATION
ON
GUIDED BY:
Dr A.B. Gupta
Professor
Civil Department
Presented By:
K M Jaiswal
M.Tech. Ist Sem.
ID-2012 PCE5237
Downloaded from CivilDigital.com
Excreta and wastewater sludge are resources. Finding ways to put them to their best uses is part of developing sustainable technologies.At the same time, excreta and wastewater sludge – if not managed properly – can be dangerous to human health and the environment. Source :-GLOBAL ATLAS OF EXCRETA, WASTEWATER SLUDGE, AND BIOSOLIDS MAGEMENT: UN-HABITAT
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WE CAN GENERATE ELECTRICITY AT PLANT, RUN IC ENGINES AND USE AS FUEL BY BOTTLING THE BIO GAS PRODUCED AT STP DURING ANAEROBIC DIGESTION OF WASTE WATER, WHICH OTHERWISE CAN BE HARMFUL FOR ENVIRONMENT IF ALLOWED TO ESCAPE IN ATMOSPHERE.
BY DOING THIS WE CAN SAVE ELECTRICITY BILL OF STP THERE BY MAKING THEM SULF SUSTAININGBY REDUCING GHGs WE CAN EARN CARBON CREDITS
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Case studies
(1) 2 62.5 MLD Capacity DELWAS STP in JAIPUR (2) Welissa Farms -- Bantayan, Cebu (3) Anaerobic co-digestion of sewage and brewery sludge for
biogas :Thammasat University, Thailand (4) Biogas from Sewage Treatment used to
Energy Generation, by a 30 kW (ISO) Micro turbine (5) Bio Gas Production In Indian Perspective (6)Power Generation from gases at STP(Germany) (7)Some case studies to reduce H2s and increase CH4
contents in Bio Gas
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POWER GENERATION AT A GLANCE IN WORLD(2009)
Country
Totalelectricitygenerated(GWhE) [1
Electricitygenerated
from sewagebiogas
(GWhE)[3]
Population [1]
Electricityfrom sewage
biogas percapita
(kWhE)
Percent oftotal
electricityfrom sewage
biogas(%)
Luxembourg 6,500 6 497,500 12.1 0.09
United States 345,000 638 60,587,000 10.5 0.18
Netherlands 124,000 150 16,639,800 9 0.12
Czech Republic 62,000 83 10,256,700 8.1 0.13
United States 3,873,000 2,400 310,232,800 7.7 0.06
Denmark 34,300 38 5,515,500 6.8 0.11
Australia 222,000 125 21,515,000 5.8 0.06
Austria 68,300 39 8,214,100 4.7 0.06
Poland 129,300 123 38,463,700 3.2 0.1
Sweden 134,500 19 9,074,100 2.1 0.01
France 447,000 45 63,601,000 0.7 0.01
Italy 315,000 20 59,715,600 0.3 0.01
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Basics of Anaerobic digestion process Stage of Anaerobic digestionFactors affecting production of MethanePower generation unitsBio gas improvement..\power generation\Biomethane power.pdfScrubberChiller Gas engineHow to increase methaneCase studies to increase Methane quantity(reduction of Hydrogen Sulphide methods in various case studies )
Comments on Delawas Power Plant
Case studies referred
Downloaded from CivilDigital.com
During Anaerobic treatment process of sewage (carried out in the absence of O2) for the stabilization of organic materials CH4 ,CO2, NH3, H2O, H2S are end product .
Organic materials + Nutrients CH4 + CO2 +NH3 + Biomass
Anaerobic microorganisms
Anaerobic processes
Anaerobic fermentation Anaerobic respiration
FROM WHERE CH4 COME FROM………?FROM WHERE CH4 COME FROM………?Downloaded from CivilDigital.com
COD Balance Aerobic
Biodegradation
COD Balance Anaerobic
Biodegradation
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Anaerobic digester microbiology
1: Extracellular hydrolysis (e.g. cellulose) (page 1)
(
2: Fermentation leading to organic acids (VFAs), acetate, CO2 and H2 (page 7-8)
3: Fermentation leading to acetic acid (CH3COOH), H2 and O2
4: Methanogenesis leading to CH4,CO2 and H2O
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STEPS IN ANAEROBIC DIGESTION
COMPLEX ORGANICS
HIGHER ORGANIC ACIDS
ACETIC ACID
H2 and CO2
CH4
Insoluble organic material and high molecular weight compounds (lipids,
polysaccharides, proteins and nucleic acids) into soluble organic substances e.g. amino acids and fatty acids .Further split during
acidogenesis,
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COMPLEX ORGANIC MATTERS
Proteins Carbohydrates Lipids
Amino Acids, Sugars Fatty Acids, Alcoholshyd
roly
sis
Acetate Hydrogen, Carbon dioxide
ace
tog
en
esi
s INTERMEDIARY PRODUCTS(C>2; Propionate, Butyrate etc)
aci
dog
en
esi
s
MethaneCarbon dioxide
Overview Anaerobic Biodegradation
methanogenesis
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FACTORS AFFECTING CH4 PRODUCTION IN ASD
• PH (6.6 TO 7.6) (page 11)
• NUTRIENTS AVAILABLITY.
• TEMPERATURE (35C TO 55 C) (Page 10)
• SOLIDS RETENTION TIME (SRT), (Page 8-9)
• VOLATILE FATTY ACIDS (VFA) (page 12,18 -23)
• MIXING OF SLUDGE
• TOXIC AND INHIBITORY COMPOUNDS ( viz sulphide, light metal
cations, ammonia, and heavy metals )
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FACTORS AFFECTING CH4 PRODUCTION IN ASD ……...
• PRE-TREATMENT PRIOR TO ANAEROBIC DIGESTION : (During hydrolysis, cell walls are ruptured and extracellular polymeric substances are degraded resulting in the release of readily available organic material for the acidogenic micro-organisms. By means of efficient pre-treatment ,the suspended substrate can be made more accessible for the anaerobic bacteria, optimizing the methanogenic potential of the waste to be treated.
• Various sludge disintegration pre-treatment: include mechanical grinding, ultrasonic disintegration, chemical methods, thermal pre-treatment, enzymatic and microbial pre-treatments. )
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BIO GAS PROPERTIES ……………
S.N. Properties of Bio Gas
1 Composition
55-70%methane, 30-45%carbon dioxide, .5 TO 2 % H2S , H2O,NH3
and traces of other gases2 Energy content 6.0-6.5kWm-33 Fuel equivalent 0.6-0.65L oil/m3 biogas4 Explosion limits 6-12%biogas in air5 Lgnition temperature 650-750 ºC6 Critical pressure 75-89 bar7 Critical temperature -82.5 ºC8 Normal density 1.2kgm-3
9 OdourBad eggs (the smell of hydrogen
sulphide)
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BIO GAS PROPERTIES……… Methane Carbon dioxide
Formula CH4 CO2Molecular weight 16.043 g/mole 44.010 g/moleMolecular weight 4 Å 5.1-3.5 Å
Density (S.T.P.) 0.7174 kg/m3 1.977 kg/m3Boiling/sublimation
point -161.52°C -78.5°C
Water solubility 20°C 0.035 0.8704
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POWER GENERATION FROM BIOGAS PRODUCED ATDELAWAS PLANT
• CAPACITY STP 62.5 MLD UNIT I.
• AMOUNT OF GAS GENERATED FROM ONE 62.5 MLD PLANT : 6000 M3/DAY 250 M3/hr
• CALORIFIC VALUE OF GAS : 5000 TO 5600 KCAL/M3
• TOTAL HEAT ENERGY OF GAS : 1300000 KCAL/hr
• TOTAL ENERGY IN KW HOUR : 1509.3
• EFFICIENCY OF POWER : 28 %GENERATION UNIT INCLUDING ENGINE AND GENERATOR
• ELECTRICAL ENERGY PRODUCTION : 422.60 KWH
EXISTING PLANT PRODUCING BIO GAS CONTINUOUSLY AND EXCESS GAS IS FLARED.
Data made available from Delawas plant
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LAYOUT OF 62.5 MLD STP AT DELAWAS
PLANTION AROUND THE BOUNDRY WALL
FUTURE SPACE FOR 62.5 MLD (II PHASE)
INLET CHEMBER
PLANTION AROUND THE BOUNDRY WALL
COARSE SCREENS
RAW SEWAGE SUMP
LAB& OFFICEBUILDING
UNTREATED SEWAGE FALLING IN NALAH
PRIMRY CLARIFIER
AERATION TANK
SECONDARYCLARIFIER2 NOS.
OUTLET CHEMBER
OUTLET PIPEFOR TREATED WATER
MCC
PMCC CUM CONTROL ROOM
TRANSFORMER2 NOS
BLOWERS
FINE MH SCREENS
GRITSEPERATOR 4 NOS.
ROAD
ROAD
MAIN GATE
PRIMARYSLUDGETHICKNER
DIGESTERS
2 NOS
GAS FLARINGSYSTEM
RETURNSLUDGE SUMP
PRIMARYSLUDGE SUMP
CENTRIFUGE UNIT
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Malabar STP process flow diagram ( page 17)
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REQUIRED FOR ONE ENGINE
• UNITS REQUIRED FOR POWER GENERATION SYSTEM
• GAS HOLDER
• INTER CONNECTING PIPING
• GAS ENGINES
• GAS SCRUBBER FOR REMOVAL OF H2 S (By NaOH at Delawas)
• CHILLER UNIT : To remove moisture from gas coming gas from the Scrubber through the Blower, by cooling the gas to low temperature by condensing the moisture. A shell and tube type Heat Exchanger will be used for this purpose.
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Gas Holders at Delawas (Double membrane type)
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H2S Scrubber Downloaded from CivilDigital.com
Biogas upgrading (H2S Scrubbing)
H2S Removal is needed to • reduce air pollution As it is toxic and odorous
and gives sulfur dioxide on burning • protect power generation equipment from
corrosion • increase safety of the operations
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How to minimize H2S in bio Gas
1. By reducing H2S by Process Control (a) bio scrubber; bio filter; and bio trickling filter.( H2s is absorbed by Chemotrophic bacteria and elemental sulfur is produced)
• 2. By Scrubbing, carbon adsorption, and chemical and thermal (page 2)• Oxidation from Bio Gas
Scrubing is being done at DelawasUsing NaoH • H2S gets absorbed in water, • The gas from the bottom of the Scrubber enters the packed Column while liquid is collected in the
Tank for recalculation.• In the II stage of scrubbing, gas is scrubbed with caustic solution in a packed Column. The Column is
provided with ceramic rings to have enhanced surface area for mass transfer. This is a counter current scrubber and provides high scrubbing efficiency.
• caustic solution ensures effective reaction of H2S and CO2 and their removal.
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Gas EngineDownloaded from CivilDigital.com
Flaring of excess Gas Downloaded from CivilDigital.com
SELECTION OF TYPE OF ENGINE
POWER CAN BE GENERATED FROM BIO GAS FROM FOLLOWING MACHINES.
A) DUAL FUEL ENGINEB) GAS TURBINEC) GAS ENGINE
• GAS ENGINE IS MOST SUITABLE AND EFFICIENT FOR PRESENT APPLICATION.
• AMONG THE THREE TYPES OF ENGINE GAS TURBINE IS NOT USED FOR BIO GAS FUEL SINCE IT IS NOT SUITABLE FOR LOW CAPACITY.
• DUAL FUEL ENGINE IS USED IN REMOTE AREA WHERE NORMAL POWER SUPPLY IS NOT AVAILABLE OR ERRATIC. THIS ENGINE CAN BE RUN EITHER WITH DIESEL OR WITH BIOGAS & DIESEL COMBINATION.
• DUAL FUELENGINE NEEDS MORE MAINTENANCE AND DIESEL STORAGE.
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CAPACITY OF GAS HOLDER
• TOTAL GAS GENERATION : 6000 M3/DAY
• STORAGE CAPACITY IS NORMALLY MAINTAINED : 25 % OF TOTAL IN POWER GENERATION
• STORAGE VOLUME REQUIRED : 1500 M3
• NO OF GAS HOLDER : 2 FOR EACH 62.5 MLD PLANT
• CAPACITY OF EACH GAS HOLDER : 750 M3
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• CAPITAL COST : 750 LAKHS
• PER KW RUNNING COST : 3.32/KW hr• PURCHESE COST OF POWER : Rs 6/- KWhr. • PAY BACK PERIOD : 7.5 YEARS
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HOW OPTIMISE GAS PRODUCTION AND OPTIMUM USE OF ENERGY AT STPs
• BY EFECTIVE CONTROL OF PROCESS • AMONIA STRIPPING• THERMAL PRETREATMENT OF SLUDGE BY UTILIZING HEAT OF
EXHAUST GASES• SCUM AND GREASE CAN BE FED IN DIGESTER• USE THERMOPHILIC STAGE FOR MORE GAS PRODUCTION BUT THIS
NEED EFFECTIVE CONTROL • BIOLOGICAL REMOVAL OF SULPHER SO THAT H2S PRODUCTION CAN
BE MINIMISED• IN WINTER DUE TO LOW ATMOSPHERIC TEMPERATURE GAS
GENERATION IN DIGESTER IS REDUCED. OTHER COST EFFECTIVE TECHNOLOGIES CAN BE USED TO REDUCE
HYDROLYSIS TIME AND OVER ALL SRT OF ANAEROBIC PROCESS, MINIMIZATION OF TOXICANTS AND INHIBITION FACTORS TO INCREASE QUALITY AND QUANTITY OF BIO GAS.
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THANK YOU
QUESTIONS ?
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Overall process of anoxic decomposition, showing the manner in which various groups of fermentative anaerobes cooperate in the conversion of complex organic materials ultimately to methane 1 CH42 and CO2. Acetate and H2 + CO2 from primary fermentations can be directly converted to methane, although H2 + CO2 can also be consumed by homoacetogens. But note how the syntrophs play a key role in anoxic decomposition by consuming highly reduced fermentation products in a secondary fermentation. By activities of the syntrophs, fatty acids and alcohols are converted to the substrates for methanogenesis and acetogenesis. This picture holds for environments in which sulfate-reducing bacteria play only a minor role, for example, in freshwater lake sediments, sewage sludge bioreactors, or the rumen. If alternative electron acceptors are abundant, as for example, sulfate in marine sediments, anaerobic respiration prevails, as syntrophs cannot compete for fatty acids/alcohols with sulfate-reducing bacteria or bacteria carrying out other forms of anaerobic respiration.
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