Difference between revisions of "Biogas Reactor"
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| − | + | |{{Language-box|english_link=Biogas_Reactor|french_link=Réacteur_anaérobie_à_Biogaz|spanish_link=Reactor_Anaerobico_de_Biogas|hindi_link=coming soon|malayalam_link=coming soon|tamil_link=coming soon | korean_link=coming soon | chinese_link=Coming soon | indonesian_link=Coming soon | japanese_link=Coming soon }} | |
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| − | |style="width:50%;"|{{santable_new|sys1=[[ | + | |style="width:50%;"|{{santable_new| |
| − | sys2=[[Blackwater Treatment System with | + | sys1=[[Single Pit System|1]]| |
| − | sys3=| | + | sys2=[[Blackwater Treatment System with Infiltration|6]]| |
| − | sys4=| | + | sys3=[[Blackwater Treatment System with Effluent Transport|7]]| |
| − | sys5=| | + | sys4=[[Blackwater Transport to (Semi-) Centralized Treatment System|8]]| |
| + | sys5=[[Sewerage System with Urine Diversion|9]]| | ||
sys6=| | sys6=| | ||
sys7=| | sys7=| | ||
sys8=| | sys8=| | ||
| + | sys9=| | ||
pic=Anaerobic_biogas_reactor.png| | pic=Anaerobic_biogas_reactor.png| | ||
ApplHousehold=XX| | ApplHousehold=XX| | ||
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ManPublic=XX| | ManPublic=XX| | ||
| − | Input1= | + | Input1=Sludge|Input2=Organics |Input3=Blackwater| Input4=Brownwater |Input5=| |
| − | Output1= | + | Output1=Sludge|Output2=Biogas | Output3= | Output4= | Output5= |
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}} | }} | ||
| − | |[[Image:Anaerobic_biogas_reactor.png |right| | + | |[[Image:Anaerobic_biogas_reactor.png |right|500px]] |
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[[Image:Icon_anaerobic_biogas_reactor.png |right|80px]] | [[Image:Icon_anaerobic_biogas_reactor.png |right|80px]] | ||
| − | ''' | + | '''A biogas reactor or anaerobic digester is an anaerobic treatment technology that produces (a) a digested slurry (digestate) that can be used as a fertilizer and (b) biogas that can be used for energy. Biogas is a mix of methane, carbon dioxide and other trace gases which can be converted to heat, electricity or light.''' |
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[[Image:Anaerobic_digestion.PNG|thumb|right|200px|Biogas reactor in Vietnam (for credits, click the picture)]] | [[Image:Anaerobic_digestion.PNG|thumb|right|200px|Biogas reactor in Vietnam (for credits, click the picture)]] | ||
| − | + | A biogas reactor is an airtight chamber that facilitates the anaerobic degradation of blackwater, sludge, and/ or biodegradable waste. It also facilitates the collection of the biogas produced in the fermentation processes in the reactor. The gas forms in the slurry and collects at the top of the chamber, mixing the slurry as it rises. The digestate is rich in organics and nutrients, almost odourless and pathogens are partly inactivated. | |
| − | + | ===Design Considerations=== | |
| + | Biogas reactors can be brick-constructed domes or prefabricated tanks, installed above or below ground, depending on space, soil characteristics, available resources and the volume of waste generated. They can be built as fixed dome or floating dome digesters. In the fixed dome, the volume of the reactor is constant. As gas is generated it exerts a pressure and displaces the slurry upward into an expansion chamber. When the gas is removed, the slurry flows back into the reactor. The pressure can be used to transport the biogas through pipes. In a floating dome reactor, the dome rises and falls with the production and withdrawal of gas. Alternatively, it can | ||
| + | expand (like a balloon). To minimize distribution losses, the reactors should be installed close to where the gas can be used. | ||
| − | + | The hydraulic retention time (HRT) in the reactor should be at least 15 days in hot climates and 25 days in temperate climates. For highly pathogenic inputs, a HRT of 60 days should be considered. Normally, biogas reactors are operated in the mesophilic temperature range of 30 to 38 °C. A thermophilic temperature of 50 to 57 °C would ensure the pathogens destruction, but can only be achieved by heating the reactor (although in practice, this is only found in industrialized countries). | |
| − | + | Often, biogas reactors are directly connected to private or public toilets with an additional access point for organic materials. At the household level, reactors can be made out of plastic containers or bricks. Sizes can vary from 1,000 L for a single family up to 100,000 L for institutional or public toilet applications. Because the digestate production is continuous, there must be provisions made for its storage, use and/or transport away from the site. | |
<br> | <br> | ||
{{procontable | pro= | {{procontable | pro= | ||
| − | - Generation of | + | - Generation of renewable energy <br> |
| − | + | - Small land area required (most of the structure can be built underground) <br> | |
| + | - No electrical energy required <br> | ||
| + | - Conservation of nutrients <br> | ||
| + | - Long service life <br> | ||
| + | - Low operating costs | ||
| + | | con= | ||
| + | - Requires expert design and skilled construction <br> | ||
| + | - Incomplete pathogen removal, the digestate might require further treatment <br> | ||
| + | - Limited gas production below 15 °C | ||
}} | }} | ||
| − | === | + | ===Appropriateness=== |
| − | + | This technology can be applied at the household level, in small neighbourhoods or for the stabilization of sludge at large wastewater treatment plants. It is best used where regular feeding is possible. Often, a biogas reactor is used as an alternative to a [[Septic Tank | Septic Tank]] (S.9), since it offers a similar level of treatment, but with the added benefit of biogas. However, significant gas production cannot be achieved if blackwater is the only input. The highest levels of biogas production are obtained with concentrated substrates, which are rich in organic material, such as animal manure and organic market or household waste. It can be efficient to co-digest blackwater from a single household with manure if the latter is the main source of feedstock. | |
| − | This technology | ||
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| − | + | Greywater should not be added as it substantially reduces the HRT. Wood material and straw are difficult to degrade and should be avoided in the substrate. Biogas reactors are less appropriate for colder climates as the rate of organic matter conversion into biogas is | |
| + | very low below 15 °C. Consequently, the HRT needs to be longer and the design volume substantially increased. | ||
| − | The | + | ===Health Aspects/Acceptance=== |
| + | The digestate is partially sanitized but still carries a risk of infection. Depending on its end-use, further treatment might be required. There are also dangers associated with the flammable gases that, if mismanaged, could be harmful to human health. | ||
| − | Gas equipment should be | + | ===Operation & Maintenance=== |
| + | If the reactor is properly designed and built, repairs should be minimal. To start the reactor, it should be inoculated with anaerobic bacteria, e.g., by adding cow dung or Septic Tank sludge. Organic waste used as substrate should be shredded and mixed with water or digestate prior to feeding. Gas equipment should be carefully and regularly cleaned so that corrosion and leaks are prevented. Grit | ||
| + | and sand that have settled to the bottom should be removed. Depending on the design and the inputs, the reactor should be emptied once every 5 to 10 years. | ||
===References and external links=== | ===References and external links=== | ||
| − | * | + | * CMS (1996). [http://www.fao.org/3/ae897e/ae897e00.htm Biogas Technology: A Training Manual for Extension. FAO/TCP/NEP/4451-T]. Consolidated Management Services, Kathmandu, NP. |
| − | * | + | * GTZ (1998). Biogas Digest. [https://www.susana.org/en/knowledge-hub/resources-and-publications/library/details/525?pgrid=1 Volume I], [https://www.susana.org/en/knowledge-hub/resources-and-publications/library/details/526 Volume II], [https://www.susana.org/en/knowledge-hub/resources-and-publications/library/details/1717 Volume III], [https://energypedia.info/images/1/17/Biogas_gate_volume_4.pdf Volume IV]. Information and Advisory Service on Appropriate Technology (ISAT). Deutsche Gesellschaft für Technische Zusammenarbeit (GTZ) GmbH, Eschborn, DE. |
| − | * | + | * Mang, H.-P. and Li, Z. (2010). [https://www.susana.org/en/knowledge-hub/resources-and-publications/library/details/877 Technology Review of Biogas Sanitation. Draft – Biogas Sanitation for Blackwater, Brown Water, or for Excreta Treatment and Reuse in Developing Countries]. Gesellschaft für Internationale Zusammenarbeit (GIZ) GmbH, Eschborn, DE. |
| − | * | + | * Ulrich, A. (Ed.), Reuter, S. (Ed.), Gutterer, B. (Ed.), Sasse, L., Panzerbieter, T. and Reckerzügel, T. (2009). [https://wedc-knowledge.lboro.ac.uk/resources/books/DEWATS_-_Chapter_01.pdf Decentralised Wastewater Treatment Systems (DEWATS) and Sanitation in Developing Countries. A Practical Guide]. WEDC, Loughborough University, Leicestershire, UK. |
| − | * | + | * Vögeli, Y., Lohri, C. R., Gallardo, A., Diener, S. and Zurbrügg, C. (2014). [https://www.eawag.ch/fileadmin/Domain1/Abteilungen/sandec/publikationen/SWM/Anaerobic_Digestion/biowaste.pdf Anaerobic Digestion of Biowaste in Developing Countries. Practical Information and Case Studies]. Eawag (Department Sandec), Dübendorf, CH. |
===Acknowledgements=== | ===Acknowledgements=== | ||
{{:Acknowledgements Sanitation}} | {{:Acknowledgements Sanitation}} | ||
Latest revision as of 22:38, 23 September 2020
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A biogas reactor or anaerobic digester is an anaerobic treatment technology that produces (a) a digested slurry (digestate) that can be used as a fertilizer and (b) biogas that can be used for energy. Biogas is a mix of methane, carbon dioxide and other trace gases which can be converted to heat, electricity or light.
A biogas reactor is an airtight chamber that facilitates the anaerobic degradation of blackwater, sludge, and/ or biodegradable waste. It also facilitates the collection of the biogas produced in the fermentation processes in the reactor. The gas forms in the slurry and collects at the top of the chamber, mixing the slurry as it rises. The digestate is rich in organics and nutrients, almost odourless and pathogens are partly inactivated.
Contents
Design Considerations
Biogas reactors can be brick-constructed domes or prefabricated tanks, installed above or below ground, depending on space, soil characteristics, available resources and the volume of waste generated. They can be built as fixed dome or floating dome digesters. In the fixed dome, the volume of the reactor is constant. As gas is generated it exerts a pressure and displaces the slurry upward into an expansion chamber. When the gas is removed, the slurry flows back into the reactor. The pressure can be used to transport the biogas through pipes. In a floating dome reactor, the dome rises and falls with the production and withdrawal of gas. Alternatively, it can expand (like a balloon). To minimize distribution losses, the reactors should be installed close to where the gas can be used.
The hydraulic retention time (HRT) in the reactor should be at least 15 days in hot climates and 25 days in temperate climates. For highly pathogenic inputs, a HRT of 60 days should be considered. Normally, biogas reactors are operated in the mesophilic temperature range of 30 to 38 °C. A thermophilic temperature of 50 to 57 °C would ensure the pathogens destruction, but can only be achieved by heating the reactor (although in practice, this is only found in industrialized countries).
Often, biogas reactors are directly connected to private or public toilets with an additional access point for organic materials. At the household level, reactors can be made out of plastic containers or bricks. Sizes can vary from 1,000 L for a single family up to 100,000 L for institutional or public toilet applications. Because the digestate production is continuous, there must be provisions made for its storage, use and/or transport away from the site.
| Advantages | Disadvantages/limitations |
|---|---|
| - Generation of renewable energy - Small land area required (most of the structure can be built underground) |
- Requires expert design and skilled construction - Incomplete pathogen removal, the digestate might require further treatment |
Appropriateness
This technology can be applied at the household level, in small neighbourhoods or for the stabilization of sludge at large wastewater treatment plants. It is best used where regular feeding is possible. Often, a biogas reactor is used as an alternative to a Septic Tank (S.9), since it offers a similar level of treatment, but with the added benefit of biogas. However, significant gas production cannot be achieved if blackwater is the only input. The highest levels of biogas production are obtained with concentrated substrates, which are rich in organic material, such as animal manure and organic market or household waste. It can be efficient to co-digest blackwater from a single household with manure if the latter is the main source of feedstock.
Greywater should not be added as it substantially reduces the HRT. Wood material and straw are difficult to degrade and should be avoided in the substrate. Biogas reactors are less appropriate for colder climates as the rate of organic matter conversion into biogas is very low below 15 °C. Consequently, the HRT needs to be longer and the design volume substantially increased.
Health Aspects/Acceptance
The digestate is partially sanitized but still carries a risk of infection. Depending on its end-use, further treatment might be required. There are also dangers associated with the flammable gases that, if mismanaged, could be harmful to human health.
Operation & Maintenance
If the reactor is properly designed and built, repairs should be minimal. To start the reactor, it should be inoculated with anaerobic bacteria, e.g., by adding cow dung or Septic Tank sludge. Organic waste used as substrate should be shredded and mixed with water or digestate prior to feeding. Gas equipment should be carefully and regularly cleaned so that corrosion and leaks are prevented. Grit and sand that have settled to the bottom should be removed. Depending on the design and the inputs, the reactor should be emptied once every 5 to 10 years.
References and external links
- CMS (1996). Biogas Technology: A Training Manual for Extension. FAO/TCP/NEP/4451-T. Consolidated Management Services, Kathmandu, NP.
- GTZ (1998). Biogas Digest. Volume I, Volume II, Volume III, Volume IV. Information and Advisory Service on Appropriate Technology (ISAT). Deutsche Gesellschaft für Technische Zusammenarbeit (GTZ) GmbH, Eschborn, DE.
- Mang, H.-P. and Li, Z. (2010). Technology Review of Biogas Sanitation. Draft – Biogas Sanitation for Blackwater, Brown Water, or for Excreta Treatment and Reuse in Developing Countries. Gesellschaft für Internationale Zusammenarbeit (GIZ) GmbH, Eschborn, DE.
- Ulrich, A. (Ed.), Reuter, S. (Ed.), Gutterer, B. (Ed.), Sasse, L., Panzerbieter, T. and Reckerzügel, T. (2009). Decentralised Wastewater Treatment Systems (DEWATS) and Sanitation in Developing Countries. A Practical Guide. WEDC, Loughborough University, Leicestershire, UK.
- Vögeli, Y., Lohri, C. R., Gallardo, A., Diener, S. and Zurbrügg, C. (2014). Anaerobic Digestion of Biowaste in Developing Countries. Practical Information and Case Studies. Eawag (Department Sandec), Dübendorf, CH.
Acknowledgements
The material on this page was adapted from:
Elizabeth Tilley, Lukas Ulrich, Christoph Lüthi, Philippe Reymond and Christian Zurbrügg (2014). Compendium of Sanitation Systems and Technologies, published by Sandec, the Department of Water and Sanitation in Developing Countries of Eawag, the Swiss Federal Institute of Aquatic Science and Technology, Dübendorf, Switzerland.
The 2nd edition publication is available in English. French and Spanish are yet to come.
