BIOGAS PURIFICATION AND UTILIZATION. ENVE 737 Anaerobic Biotechnology for Bio-energy Production

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BIOGAS PURIFICATION AND UTILIZATION ENVE 737 Anaerobic Biotechnology for Bio-energy Production 1

Biogas Utilization 2

Biogas Utilization Production of Heat & Steam Electricity Production o o o Internal Combustion Gas Engines Fuel Cells Vehicle Fuel Production of Chemicals 3

Biogas Utilization Application H 2 S removal CO 2 removal H 2 O removal Gas Heater (Boiler) < 1000 ppm No No Kitchen Stove Yes No No Stationary Engine (CHP) < 1000 ppm No No Condensation Vehicle Fuel Yes Recommended Yes Natural Gas Grid Yes Yes Yes 4

Biogas Utilization Parameter Unit Natural Gas Biogas (60% CH4, 38% CO2, 2% other) Calorific Value (lower) MJ/m 3 36.14 21.48 Density kg/m 3 0.82 1.21 Wobbe Index MJ/m 3 39.9 19.5 Theor. Air Requirement m 3 air/ m 3 gas 9.53 5.71 5

Power Generation Internal Combustion: Engine Size : kw MW Engine Types : SI (Spark Ignition) Engines Dual Fuel Engines : Dual Fuel Engines Small scale applications good electric efficiencies (up to 43%) Easy Start-Up of the Biogas Plant SI Engines : Normal Ignition System + Gas/Air Mixing System Stoichiometric or Lean-Burn Engines 6

Power Generation Gas Engines: Size: generally above 800 kw Micro-Turbines 25-100 kw efficiencies comparable to small SI-engines low maintenance cost Fuel Cells: Potential of very high efficiencies Commercial use still in progress Types in Development : Solid Oxide Fuel Cell (SOFC) Molten Carbonate Fuel Cells (MCFC) 7

Biogas Purification Technologies Scrubbing Chemical Absorption Pressure Swing Adsorption Membrane Purification Cryogenic Separation Biological Processes 8

Scrubbing 9

Water Scrubbing Used to remove CO 2 and H 2 S (more soluble in water than CH 4 ) The absorption process is purely physical. Usually biogas is pressurized and fed to the bottom of a packed column while water is fed on the top and so absorption process is operated counter-currently Water scrubbing can be used for selective removal of H 2 S since H 2 S is more soluble than CO 2 in water. Water which exits the column with absorbed CO 2 and/or H 2 S can be regenerated and re-circulated back to the scrubber. 10

Water Scrubbing Regeneration is accomplished by de-pressuring or by stripping with air in a similar column. Stripping with air is not recommended when high levels of H 2 S are handled since water quickly becomes contaminated with S 0 which causes operational problems. When cheap water can be used, for example, outlet water from a sewage treatment plant, the most cost efficient method is not to re-circulate the water. 11

PEG Scrubbing Polyethylene glycol (PEG) scrubbing relies on the same underlying mechanism as water scrubbing. The big difference between water and PEG is that CO 2 and H 2 S are more soluble in PEG which results in a lower solvent demand and reduced pumping. Due to formation of elementary sulfur stripping the PEG is normally done with steam or inert gas rather than with air. Removing H 2 S beforehand is an alternative 12

Advantages/disadvantages Advantages No special chemicals required (except relatively inexpensive PEG) and removal of both CO 2 and H 2 S. Disadvantages Requires a lot of water even with regeneration Limitations on H 2 S removal, because the CO 2 decreases ph of the solution Corrosion to the equipment caused by H 2 S. Cost of water scrubbing; 0.13 /Nm 3 biogas (De Hullu et al, 2008) 13

Chemical Absorption 14

Chemical Absorption Chemical absorption involves formation of reversible chemical bonds between the solute and the solvent. Regeneration of the solvent, therefore, involves breaking of these bonds and correspondingly, a relatively high energy input. Chemical solvents generally employ either aqueous solutions of amines (i.e. mono-, di- or tri-ethanolamine) or aqueous solution of alkaline salts (i.e. sodium, potassium and calcium hydroxides). 15

Advantages/Disadvantages Advantages Complete H 2 S removal High efficiency and reaction rates compared to water scrubbing Ability to operate at low pressure Disadvantages Cost Additional chemical inputs needed Need to treat waste chemicals from the process 0.17 Euro/Nm 3 biogas (De Hullu et al., 2008). 16

Pressure Swing Adsorption Adsorbent adsorbs H 2 S irreversibly and thus is poisoned by H 2 S. Therefore, a preliminary H 2 S removing step is needed. 17

Pressure Swing Adsorption Used to separate some gas species from a mixture of gases under pressure according to species' molecular characteristics and affinity for an adsorbent material Operates at near-ambient temperatures and so differs from cryogenic distillation techniques of gas separation. Special adsorptive materials (zeolites and GAC) are used as a molecular sieve, preferentially adsorbing the target gas species at high pressure. Process then swings to low pressure to desorb the adsorbent material 18

Pressure Swing Adsorption 19

Advantages/Disadvantages Advantages More than 97% CH 4 enrichment Low power demand Removal of nitrogen and oxygen Disadvantages Additional H 2 S removal step is needed before PSA. Tail gas from PSA still needs to be treated. Relatively expansive Cost 0.40 Euro/Nm 3 biogas (De Hullu et al., 2008) 20

Membrane purification 21

Membrane purification Some components of the raw gas are transported through a thin membrane while others are retained The permeability is a direct function of the chemical solubility of the target component in the membrane Solid membranes can be constructed as hollow fiber modules which give a large membrane surface per volume and thus very compact units Operating pressures are in the range of 25-40 bars There are 2 membrane separation techniques: high pressure gas separation and gas-liquid adsorption 22

Membrane purification The high pressure separation process selectively separates H 2 S and CO 2 from CH 4. Usually, it is performed in three stages and produces 96% pure CH 4. Gas liquid adsorption is a newly developed process that uses micro-porous hydrophobic membranes as an interface between gas and liquids. The CO 2 and H 2 S dissolve into the liquid while the methane (which remains a gas) is collected for use 23

Advantages/Disadvantages Advantages Compact and light in weight Low energy and maintenance requirements Easy processing. Disadvantages Cost Relatively low CH 4 yield and high membrane cost 0.12 Euro/Nm 3 biogas (Difficulties with yield and purity and potential for fouling membranes raises operating costs) 24

Cryogenic Separation CO 2, H 2 S and all other biogas contaminants can be separated from CH 4, because each contaminant liquefies at a different temperature-pressure domain It operates at low temperatures, near -100 o C, and at high pressures, almost 40 bars Operating requirements are maintained by using a linear series of compressors and heat changers Finally, the distillation column separates CH 4 from the other contaminants, mainly H 2 S and CO 2 25

Advantages/Disadvantages Advantages High purity of the upgraded biogas (99% CH 4 ) Large quantities can be efficiently processed Disadvantages Use of considerable process equipment, mainly compressors, turbines and heat exchangers. Higher capital and operating costs relative to others Cost 0.44 Euro/Nm 3 biogas (De Hullu et al., 2008) 26

Biological processes Widely employed for H 2 S removal Chemical use is limited Use of chemotropic bacterial species (Thiobacillus genus) to condition biogas is well established Chemotrophic thiobacteria can purify H 2 S in both aerobic and anaerobic pathways Most thiobacteria are autotrophic, consuming CO 2 and generating chemical energy from the oxidation of reduced inorganic compounds such as H 2 S SO 4 2 and S 0 are produced as waste products 27

Biological processes Biogas, which contains around 30% CO 2, is a good source of inorganic carbon, rendering it more suitable for autotrophic bacteria. Under limited oxygen conditions, Thiobacillus bacteria evoke a redox-reaction which produces S 0 Conversely, an excess oxygen condition will lead to SO 4 2 generation and, thus, acidification H 2 S H + + HS HS + 0.5O 2 S 0 + OH HS + 2O 2 SO 4 2 + H + 28

PAQUES - THIOPAQ 29

Colsen - BIDOX Power consumption 0,21 kwh/kg H 2 S rem. Operation & maintenance 0,21 /kg H 2 S rem. o Biogas is treated in counter flow with washing water. o Bacteria attached to the packing material convert H 2 S into sulfate. o Sulfate is discharged in the form of diluted H 2 SO 4. o H 2 SO 4 can be further concentrated or can be discharged via the aerobic purification installation. 30

DMT BioSulfurex o Biogas and air are mixed with packing media flowing in a counter current with circulating water in a vertical column. o Packing media enlarges the contact surface area between H 2 S in gas flow, nutrients in water and O 2, also acting as a carrier for bacteria o When limited quantities of oxygen are added to biogas, specific aerobic bacteria such as Acidothiobacillus oxidise H 2 S into elemental sulfur and/or H 2 SO 4 31

DMT BioSulfurex o O 2 is added to the gas as compressed air with an automatic control system adjusting the air flow in correlation with the biogas flow and O 2 concentration. o Water and nutrients are automatically refreshed and sprayed on top of the media as required and heat can be added into the water circulation loop via a heatexchanger to create the optimum temperature for the biological process. 32

Advantages/Disadvantages Advantages Low energy requirement, mild conditions and the elemental sulfur byproduct Sulfur can be re-used for the production of sulfuric acid, hydrogen sulfide or agricultural applications Disadvantages Additional nutrients are required for bacteria Small amount of O 2 and N 2 are left in treated biogas H 2 S removal efficiency depends on activity of bacteria 33

H 2 S Removal Methods: Air/Oxygen Dosing to Digester Biogas Iron Chloride Dosing to Digester Slurry Iron Sponge Iron Oxide Pellets Activated Carbon Water Scrubbing NaOH Scrubbing Biological Removal on a Filter Bed Air Stripping & Recovery 34

Halogenated Hydrocarbon Removal Halogenated Hydrocarbons cause corrosion Treatment: Removal by Pressurized Tube Exchangers with activated carbon Adsorption of Large Molecules Retention Time : more than 10 hours 2 parallel vessels : 1 Treatment, 1 Desorption Regeneration: Heating of Activated Carbon to 200 o C Evaporation of all adsorbed compounds 35

Siloxane Removal Siloxanes Volatile silicones bonded by organic radicals Organic Silicon Compounds in Biogas: Linear & Cyclic Methyl Siloxanes Oxidation of Organic Silicon Compounds Silicon Oxide Silicon Oxide Deposition on Surfaces & Abrasion Treatment: Absorption in a liquid medium Regeneration: Heating & Desorption 36