Upflow Ananerobic Sludge Blanket: Difference between revisions

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[[Image:Conceptual diagram of UASB.png‎|thumb|300px|right|Fig 1: Conceptual diagram of UASB. Source: [http://www.uasb.org/ UASB]]]


=Upflow Ananerobic Sludge Blanket (UASB)=
=Upflow Ananerobic Sludge Blanket (UASB)=


[[Image:Conceptual diagram of UASB.png‎|thumb|300px|right|Fig 1: Conceptual diagram of UASB. Source: [http://www.uasb.org/ UASB]]]


The UASB is a wastewater treatment system that uses microorganisms to biologically degrade pollutants.  The advantages of this system include the ability to keep large amount of the biomass intended for degradation and the production of biogas.
The UASB is a wastewater treatment system that uses microorganisms to biologically degrade pollutants.  The advantages of this system include the ability to keep large amount of the biomass intended for degradation and the production of biogas.


=Structure of the UASB Reactor=
=Structure of the UASB Reactor=
[[Image:Schematic diagram of the laboratory UASB.png‎|thumb|300px|right|Fig 1: Schematic diagram of the laboratory UASB. Source: [http://www.scielo.br/scielo.php?script=sci_arttext&pid=S0104-66322005000400009 SciFLO Brazil]]]


A typical UASB reactor consists of the following compartments:  the sludge bed, the fluidized zone, the separator and the settling zone. Wastewater enters from an opening (influent) at the bottom of the reactor and leaves via another opening (effluent) at the top. The sludge bed contains granular sludge that is formed from diverse microorganisms. Within this granular sludge, organic compounds are degraded. The final products of UASB degradation processes include gases such as CO2, CH4 and H2S; these gases are collectively known as biogas. The biogas is separated from the water at the separator and they exit via another separate opening (gas outlet) [[#References|[1]]].
A typical UASB reactor consists of the following compartments:  the sludge bed, the fluidized zone, the separator and the settling zone. Wastewater enters from an opening (influent) at the bottom of the reactor and leaves via another opening (effluent) at the top. The sludge bed contains granular sludge that is formed from diverse microorganisms. Within this granular sludge, organic compounds are degraded. The final products of UASB degradation processes include gases such as CO2, CH4 and H2S; these gases are collectively known as biogas. The biogas is separated from the water at the separator and they exit via another separate opening (gas outlet) [[#References|[1]]].

Revision as of 08:13, 14 December 2012

This student page has not been curated.
Fig 1: Conceptual diagram of UASB. Source: UASB

Upflow Ananerobic Sludge Blanket (UASB)

The UASB is a wastewater treatment system that uses microorganisms to biologically degrade pollutants. The advantages of this system include the ability to keep large amount of the biomass intended for degradation and the production of biogas.

Structure of the UASB Reactor

Fig 1: Schematic diagram of the laboratory UASB. Source: SciFLO Brazil

A typical UASB reactor consists of the following compartments: the sludge bed, the fluidized zone, the separator and the settling zone. Wastewater enters from an opening (influent) at the bottom of the reactor and leaves via another opening (effluent) at the top. The sludge bed contains granular sludge that is formed from diverse microorganisms. Within this granular sludge, organic compounds are degraded. The final products of UASB degradation processes include gases such as CO2, CH4 and H2S; these gases are collectively known as biogas. The biogas is separated from the water at the separator and they exit via another separate opening (gas outlet) [1].

Physical Environment

The sludge is considered a methanogenic environment; there is no inorganic electron acceptor [4]. Sludge is an abundant source of organic nutrients. The physical conditions in the UASB and associated microorganisms and processes are dependent on the location within the sludge [2][3]. Some of the physical conditions can be manually customized to allow other bioremediation processes.

Key Processes

• Pre-UASB treatments • Initial granulation and development of granular sludge involves Methanosaeta spp. and Methanosarcina spp. [1][2][3]. They form filamentous network throughout the granules which allows other bacteria species to colonize [2][3], though, other theories have also been proposed [3]. • Formation of biogas by complete anaerobic degradation of organic compounds. The process requires the interaction between multiple types of bacteria.

1. Acidogenesis is carried out by diverse population of acidogens An example will be Propionibacterium spp.

2. Acetogenesis includes many syntrophic bacteria: -Pelobacter carbinolicus: degrades ethanol -Syntrophobactor wolinii: degrades propionate -Symtrophomonas wolfei: degrades butyrate Microcolonies are usually observed at this layer.

3. Methanogenesis: Mainly Methanosaeta spp. and Methanosarcina spp., but other genuses are also being observed. An example is Methanobrevibacter spp. • Separation of Biogas from the water • Post-UASB treatments

Layered Structure of the Sludge

The typical UASB granule has 3 distinct layers:

(The following is an example when sucrose substrate is used)

The outer layer is a mixture of various types of bacteria and includes some scattered colonies of Methanosaeta spp. and Methanosarcina spp. Acidogens are concentrated on the outer layer. The middle layer is dominated by syntrophic microcolonies with some scattered Methanosaeta spp. and Methanosarcina spp. The interior layer, which is also known as the centre core, is densely packed with short rod-shaped Methanosaeta spp. and Methanosarcina spp [3].

Usually, the product of the external layer will be the substrate of the next inner layer. An example would be in the situation when biopolymers are degraded by the acidogens into short chained volatile fatty acids (SCFA) or alcohols. The fatty acids or alcohols then diffuse down a concentration gradient to the middle layer. The middle layer bacteria, known as acetogenic bacteria, use the SCFA and produce acetate. Acetate is the substrate for the methanogens, Methanosaeta spp. and Methanosarcina spp. [2][3].

One or more of the layers could be missing or undistinguishable when certain wastewaters are used. The layers could be limited to the degradation of carbohydrate substrates. For example, granules, which degrade glutamate, do not have any layers. The rationale behind these seems to be related to the rate of uptake of the substrates for acidogenesis. The initial uptake via the layers for acidogenesis will be low if glutamate was the substrate; thus, it is reasonable that no layers are observed [2].