Basics of the Biogas Production Process. Stefan Junne, Kozani,

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Basics of the Biogas Production Process Stefan Junne, Kozani, 04.06.14

Content Materials and Methods for Biogas Production Background Biogas Process Applicable Substrates Substrate Pre-treatment Monitoring devices Summery and Outlook Page 2

Basic terminology Page 3 Term Anaerobic Aerobic Anaerobic digestion / degradation / treatment Digestate / digester residue / digested organic matter Biogas Biogas digester / anaerobic digester Description Without oxygen With oxygen, e.g. in activated sludge plants or in aerobic ponds These terms are all used interchangeably, and mean breaking down of organic matter The effluent from a digester; the liquid product of the anaerobic digestion process Gas produced by microorganisms in anaerobic process (typically 66% methane content) A covered vessel (or reactor) in which anaerobic digestion occurs

Some facts about Methane CH 4 Methane is the major component of natural gas, about 97% by volume At room temperature and standard pressure, methane is a colorless, odorless gas (the smell characteristic of natural gas is an artificial safety measure caused by the addition of an odorant) Methane has a boiling point of 162 C at a pressure of one atmosphere As a gas it is flammable only over a narrow range of concentrations (5 15%) in air Methane has a calorific value of 10 kwh/nm 3 or 35,900 kj/nm 3 Hence, biogas with 65% methane has a calorific value 6.5 kwh/m 3 (23,300 kj/m 3 ) Page 4

Some facts about the microbiological process Under anaerobic conditions, organic substances are not aerated (oxidised), but are fermented (reduced) (Reduction = assimilation of electrons) Energy-rich end products, like organic acids or alcohols are electron acceptors It is quite a slow process (low growth rate of methanogens) compared to aerobic processes relatively long sludge retention times are required Like all biological processes, it is temperature dependent (higher conversion rates at higher temperatures) digesters are typically heated / insulated or below ground The process occurs as a four-step process (see next slide) Page 5

Four Stages of the Biogas Process Page 6

Page 7

Volatile Fatty Acids Volatile fatty acids (VFAs) are an intermediate product: They should not accumulate under appropriate operation VFAs (e.g. acetic acid) accumulate if step 4 is inhibited In that case, ph value will drop (e.g. to ph of 4.8) and the digestion process will stop (no more gas production) This is also called a sour digester, and is usually very smelly (a well operating digester produces almost no odours) Page 8

Course 2 Unit 4 Biogas composition The methane fraction produced in the biogas varies with the input material; as a rule of thumb: carbohydrates: approx. 50 vol.-% methane fats: approx. 70 vol.-% methane proteins: approx. 84 vol.-% methane Compound Vol % Methane 50-75 Carbon dioxide 25-50 Nitrogen < 7 Oxygen < 2 Hydrogen sulfide < 1 Page 9 Ammonia < 1

Slurry Feed basin (liquid) Lime addition Gas storage Gas storage Open basin for solids 2nd fermenter Ca. 10000 m³ Fermentation residues Hydroly sis Emergency flare Overview biogas process Combustion engine 750 kw Condensate separator 1. stage 2. stage 3. stage 4. stage Hydrolysis Conversion of extracellular molecules Fermentation based on carbohydrates Synthesis of volatile fatty acids Synthesis of Methane Hydrolytic bacteria Hydrolytic bacteria Acetogenic bacteria Methanogenic Organisms Page 10

Slurry Feed basin (liquid) Lime addition Gas storage Gas storage Open basin for solids 2nd fermenter Ca. 10000 m³ Fermentation residues Hydroly sis Emergency flare Combustion engine 750 kw Condensate separator Page 11

Photos: ThyssenKrupp Stainless AG Seite 12

Biogas (methane): Green energy Example: Gas flowrate: 665 Nm 3 /d * * Calculated at 0.95 Nm 3 /kg VS Organic matter (energy-rich) Example: Liquid flowrate: 10 m 3 /d Mass flowrate: 1 ton VS/d Anaerobic digester (biological reactor) Digestate (energypoor; can be used as fertiliser; includes anaerobic biomass) Liquid flowrate: 10 m 3 /d Mass flowrate: 0.3 ton VS/d Nm 3 stands for normal cubic metre, meaning a measurement at STP or standard temperature and pressure (absolute pressure of 100 kpa (1 bar) and a temperature of 273.15 K (0 C)) Page 12

Applicable substrates Anaerobic treatment works with organic input materials, such as: - liquid organic material - solid organic material (water content of ~ 50% or more), i.e. - slurries/sludges - organic kitchen waste - grops - greywater together with excreta The end product (digested material) is not pathogen-free, but often suitable for further applications Page 15

Page 15 Yield of biogas from different sources (1/2)

Page 16 Yield of biogas from different sources (2/2)

Achievable Yields biogenic waste Sewage sludge: 0.75 1.12 Nm 3 per kg of volatile solids destroyed (typical value: 0.95 Nm 3 /kg) Organic solid waste: 0.38 0.42 Nm 3 per kg of volatile solids added (at a retention time of 14 days) for single-stage processes Up to 0.6 Nm 3 per kg of VS added for two-stage processes Page 17

Applicable substrates: biogenic household wastes Crop grown products (closing the loop) Household toilet Household toilets, but can also include showers, bath tubs, sinks Part A Part B Part C Collection & transport Urine, faeces, greywater transport (road-based vehicles in combination with pipes) Treatment & storage Treatment for faeces and greywater, storage for urine Part D Transport Transport of sanitised urine and faeces by truck; treated greywater transport by pipes Part E Re-use in Agriculture Sale of fertiliser (sanitised human excreta); irrigation with treated greywater Anaerobic digestion can be used to treat faeces, greywater and other organic waste with the aim to produce biogas and a fertiliser A certain degree of pathogen kill can be achieved through raised temperatures and/or extended digestion times in the anaerobic digester

Different Pre-treatment technologies Hydrolysis (enzymatic degradation of polymer compounds, low dry matter content of 2%) Silage (enzymatic degradation, high dry matter content of 20% or more) Mechanical treatment (Hammer mill, shredder) for surface increase Ultrasound pre-treatement for increasing the solubility Chemical treatment (acid, base addition) Thermal treatment Page 19

Figure 4. Change in the VFA of pretreated corn straw during digestion. Song Z, GaiheYang, Liu X, Yan Z, et al. (2014) Comparison of Seven Chemical Pretreatments of Corn Straw for Improving Methane Yield by Anaerobic Digestion. PLoS ONE 9(4): e93801. doi:10.1371/journal.pone.0093801 http://www.plosone.org/article/info:doi/10.1371/journal.pone.0093801 Page 20

Table 3. Economic performance of the different pretreatments. Song Z, GaiheYang, Liu X, Yan Z, et al. (2014) Comparison of Seven Chemical Pretreatments of Corn Straw for Improving Methane Yield by Anaerobic Digestion. PLoS ONE 9(4): e93801. doi:10.1371/journal.pone.0093801 http://www.plosone.org/article/info:doi/10.1371/journal.pone.0093801 Page 21

Solid substrate storage Hydrolysis Solid substrate dosage Hammer mill (10 t/h) Seite 22

Seite 23

Pretreatment - Ultrasound Agglomerates are distroyed The surface of particles is increased Seite 24

Monitoring devices Overview on relevant parameters and methods of analysis for the characterisation of biogas feedstocks (adapted from Drosg et al., 2013)

Technische Universität Berlin Questions so far?