Difference between revisions of "Anaerobic Treatment of Municipal Wastewater in Upflow Anaerobic Sludge Blanket (UASB)- Reactors"
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{{Biogas Library | {{Biogas Library | ||
| − | |BL Title=Anaerobic Treatment of Municipal Wastewater in UASB- | + | |BL Title=Anaerobic Treatment of Municipal Wastewater in Upflow Anaerobic Sludge Blanket (UASB) - Reactors |
|BL Source=GTZ | |BL Source=GTZ | ||
|BL Year=2001 | |BL Year=2001 | ||
| − | |BL | + | |BL Anaerobic Digestion=Anaerobic Digestion |
| + | |Waste Treatment=Waste Treatment | ||
|BL Type=Study & Report | |BL Type=Study & Report | ||
|BL Language=English | |BL Language=English | ||
| Line 23: | Line 24: | ||
|BL Language OT= | |BL Language OT= | ||
|BL Language URL other= | |BL Language URL other= | ||
| − | |BL Abstract=The Upflow Anaerobic Sludge Blanket (UASB) is essentially based on a special flow regime allowing the sewage to get into contact with a „sludge blanket“ or “sludge bed” situated in the reactor, and a following 3- phase-separation of water, sludge and gas (methane). Within the sludge bed, the organic matter in the sewage is reduced by bacteria. In the anaerobic milieu of the reactor, the methane is formed due to bacterial activity during the fermentation process, which can be utilised as energy source. In order to achieve the best performance of the reactor, several parameters such as COD (Chemical Oxygen Demand), required retention time and others have to be taken into consideration. | + | |BL Abstract=The Upflow Anaerobic Sludge Blanket (UASB) is essentially based on a special flow regime allowing the sewage to get into contact with a „sludge blanket“ or “sludge bed” situated in the reactor, and a following 3- phase-separation of water, sludge and gas (methane). Within the sludge bed, the organic matter in the sewage is reduced by bacteria. In the anaerobic milieu of the reactor, the methane is formed due to bacterial activity during the fermentation process, which can be utilised as energy source. In order to achieve the best performance of the reactor, several parameters such as COD (Chemical Oxygen Demand), required retention time and others have to be taken into consideration. |
| + | |BL Topics=Anaerobic Digestion, Waste Treatment | ||
|BL Type Study=Technology | |BL Type Study=Technology | ||
}} | }} | ||
Latest revision as of 14:27, 16 October 2018
Anaerobic Treatment of Municipal Wastewater in Upflow Anaerobic Sludge Blanket (UASB) - Reactors
| Title | Anaerobic Treatment of Municipal Wastewater in Upflow Anaerobic Sludge Blanket (UASB) - Reactors |
| Author | GTZ |
| Year | 2001 |
| Region/Country | |
| Topics | Anaerobic Digestion Waste Treatment |
| Document Type | Study & Report |
| File Download |
► English : Anaerobic Treatment of Municipal Wastewater in UASB-reactors.pdf |
| Language(s) | English |
| Abstract | The Upflow Anaerobic Sludge Blanket (UASB) is essentially based on a special flow regime allowing the sewage to get into contact with a „sludge blanket“ or “sludge bed” situated in the reactor, and a following 3- phase-separation of water, sludge and gas (methane). Within the sludge bed, the organic matter in the sewage is reduced by bacteria. In the anaerobic milieu of the reactor, the methane is formed due to bacterial activity during the fermentation process, which can be utilised as energy source. In order to achieve the best performance of the reactor, several parameters such as COD (Chemical Oxygen Demand), required retention time and others have to be taken into consideration. |
"Anaerobic Digestion, Waste Treatment" is not in the list (Anaerobic Digestion, Biomass, Climate Change, Design/Technology, Finance, Policy, Use of Biogas, Waste Treatment, Other) of allowed values for the "BL Topics" property.
