Aerobic granular reactor

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Wolf Creek Wastewater Treatment Plant in Foley, Alabama AGRS.webp
Wolf Creek Wastewater Treatment Plant in Foley, Alabama

Aerobic granular reactors (AGR) or Aerobic granular sludge (AGS) are a community of microbial organisms, typically around 0.5-3mm in diameter, that remove carbon, nitrogen, phosphorus and other pollutants in a single sludge system. It can also be used for wastewater treatments. Aerobic granular sludge is composed of bacteria, protozoa and fungi,which allows oxygen to follow in and biologically oxidize organic pollutants. AGS is a type of wastewater treatment process for sewages and/or industrial waste treatment. [2] AGR was first discovered by UK engineers, Edward Ardern and W.T. Lockett who were researching better ways for sewage disposal. Another scientist by the name of Dr. Gilbert Fowler, who was at the University of Manchester working on an experiment based on aeration of sewage in a bottle coated with algae. Eventually, all three scientists were able to collaborate with one another to discover AGR/AGS. [2]

Contents

Conventional Activated Sludge Process

In most conventional activated sludge processes or aerobic granular reactor, the microorganisms grow in flocs. Flocs are defined as a mass of microorganisms that are held together by slime or fungal filaments, which help with aerobic decomposition and trapping particles (et al. Wilen). [3] Activated sludges are built with two physical separate tanks. One tank is specifically designed for aeration, where biological reactions happen. The second tank or the “settling tank” is where treated water is separated from flocculation. This is the most important part because the biomass is in the form of the flocculent sludge, which consists of extracellular polymeric substances. There are some downfalls to using a conventional AGS system because they tend to have low biomass in the aeration tank and settling tank. [3]

Role of Extracellular Polymeric Substance

The extracellular polymeric substance(EPS) matrix is a very important part of the aerobic granular system because it aggregates the microorganism.  EPS brings structural stability to the AGS which promotes microbial aggregation. Many researchers use fluorophores and confocal laser scanning microscopes to observe microbial cells in order to determine the stability of the AGS. [4]

Wastewater Treatment/Aerobic granulation

Aerobic granules  have been successfully used in real wastewater treatment and are relatively new technology. It was started in the 1990s with a mixture of microbial communities generated into wastewater using an aerobic sequencing batch reactor. [5] Aerobic granules are different from AGS due to their microbial flocs. Aerobic granules can still be effective even without the flocculating agents. Thus, the reduction of biomass makes the granules cost effective and more advantageous. Instead of having two tanks, the aeration tank and the settling tank, aerobic granules can use the same reactor for both treatments. By using one reactor we can save space and less time constructing a second tank, which takes lots of time and money. Making the switch from an AGR to aerobic granules saves 75% land capacity to create a wastewater treatment plant. [5]

Nitrification, Denitrification and Phosphorus removal

A high concentration of biomass allows for microbes such as nitrifiers, denitrifiers, phosphorus accumulating organisms, and denitrifying phosphorus accumulating organisms to effectively treat domestic wastewater. Carbon source is of vital importance to biological phosphorus removal due to the availability of volatile fatty acids, which ultimately shape the compositions of phosphorus accumulating organisms. [6] Recent studies revealed that adding glucose as a carbon source can reduce diversity in the microbial community. Glucose was more favorable for accumulation of nitrite oxidizing bacteria than Ammonia Oxidizing bacteria in contrast with sodium acetate. This study suggested that mixed carbon source by sodium acetate and glucose might act as a strategy to adjust the microbial community compositions within the simultaneous nitrification, denitrification and phosphorus removal system. [6]

Biodegradation of Pollutants

Aerobic granulation has the ability to successfully biodegrade phenol at high concentrations as high as 250 to 2500 mg L-1. This is one of the highest biodegradation of an aerobic reactor.  Another pollutant that aerobic granules can biodegrade is 4-chloroaniline. [5] This can really impact the wastewater treatment industry because of the effectiveness of removing these compounds. Dye and hydrophobic compounds can also be used in aerobic graduation to remove pollutants as well. Heavy metal can also be removed/absorbed from industrial wastewater by the aerobic granulation. [5]

Challenges of Aerobic Granulation

It has not been discovered as of yet, where 100% of the sludge is in granular form. Most aerobic granular sludge has 50% and the remaining composition is dense microorganism. Overall, wastewater treatment technology is new and it will be difficult to replace conventional activated sludge processes for the usage of wastewater treatment. [7] Converting an activating sludge to an aerobic granular is very challenging and would need lots of research with grant funds. Therefore, aerobic granulation research needs to be composed to formulate the best mechanisms for wastewater treatment. [7]

Overview

Sewage treatment plants (STP) based on activated sludge often cover large surface areas, necessitated mainly by the large settling tanks. To build compact STP's, biomass can be grown as biofilms on a carrier material, or as fast settling aerobic granular sludge without a carrier. Recent research showed the advantages of a discontinuously fed system, in which it is possible to grow stable granulated sludge under aerobic conditions.

Simultaneous Chemical oxygen demand, and Nitrogen and Phosphorus removal, can be easily integrated in a discontinuous fed system. Because of the high settling capacity of the granules, the use of a traditional settler is unnecessary. Therefore, the installation can be built very compact, needing only 20% of the surface area of conventional activated sludge systems.

Benefits/Key features

See also

Related Research Articles

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Biofiltration is a pollution control technique using a bioreactor containing living material to capture and biologically degrade pollutants. Common uses include processing waste water, capturing harmful chemicals or silt from surface runoff, and microbiotic oxidation of contaminants in air. Industrial biofiltration can be classified as the process of utilizing biological oxidation to remove volatile organic compounds, odors, and hydrocarbons.

<span class="mw-page-title-main">Activated sludge</span> Wastewater treatment process using aeration and a biological floc

The activated sludgeprocess is a type of biological wastewater treatment process for treating sewage or industrial wastewaters using aeration and a biological floc composed of bacteria and protozoa. It uses air and microorganisms to biologically oxidize organic pollutants, producing a waste sludge containing the oxidized material.

An aerated lagoon is a simple wastewater treatment system consisting of a pond with artificial aeration to promote the biological oxidation of wastewaters.

<span class="mw-page-title-main">Upflow anaerobic sludge blanket digestion</span>

Upflow anaerobic sludge blanket (UASB) technology, normally referred to as UASB reactor, is a form of anaerobic digester that is used for wastewater treatment.

Enhanced biological phosphorus removal (EBPR) is a sewage treatment configuration applied to activated sludge systems for the removal of phosphate.

<span class="mw-page-title-main">Secondary treatment</span> Biological treatment process for wastewater or sewage

Secondary treatment is the removal of biodegradable organic matter from sewage or similar kinds of wastewater. The aim is to achieve a certain degree of effluent quality in a sewage treatment plant suitable for the intended disposal or reuse option. A "primary treatment" step often precedes secondary treatment, whereby physical phase separation is used to remove settleable solids. During secondary treatment, biological processes are used to remove dissolved and suspended organic matter measured as biochemical oxygen demand (BOD). These processes are performed by microorganisms in a managed aerobic or anaerobic process depending on the treatment technology. Bacteria and protozoa consume biodegradable soluble organic contaminants while reproducing to form cells of biological solids. Secondary treatment is widely used in sewage treatment and is also applicable to many agricultural and industrial wastewaters.

<span class="mw-page-title-main">Sequencing batch reactor</span> Type of activated sludge process for the treatment of wastewater

Sequencing batch reactors (SBR) or sequential batch reactors are a type of activated sludge process for the treatment of wastewater. SBR reactors treat wastewater such as sewage or output from anaerobic digesters or mechanical biological treatment facilities in batches. Oxygen is bubbled through the mixture of wastewater and activated sludge to reduce the organic matter. The treated effluent may be suitable for discharge to surface waters or possibly for use on land.

<span class="mw-page-title-main">Sewage sludge treatment</span> Processes to manage and dispose of sludge during sewage treatment

Sewage sludge treatment describes the processes used to manage and dispose of sewage sludge produced during sewage treatment. Sludge treatment is focused on reducing sludge weight and volume to reduce transportation and disposal costs, and on reducing potential health risks of disposal options. Water removal is the primary means of weight and volume reduction, while pathogen destruction is frequently accomplished through heating during thermophilic digestion, composting, or incineration. The choice of a sludge treatment method depends on the volume of sludge generated, and comparison of treatment costs required for available disposal options. Air-drying and composting may be attractive to rural communities, while limited land availability may make aerobic digestion and mechanical dewatering preferable for cities, and economies of scale may encourage energy recovery alternatives in metropolitan areas.

Powdered Activated Carbon Treatment (PACT) is a wastewater technology in which powdered activated carbon is added to an anaerobic or aerobic treatment system. The carbon in the biological treatment process adsorbs recalcitrant compounds that are not readily biodegradable, thereby reducing the chemical oxygen demand of the wastewater and removing toxins. The carbon also acts as a "buffer" against the effects of toxic organics in the wastewater.

<span class="mw-page-title-main">Sewage treatment</span> Process of removing contaminants from municipal wastewater

Sewage treatment is a type of wastewater treatment which aims to remove contaminants from sewage to produce an effluent that is suitable to discharge to the surrounding environment or an intended reuse application, thereby preventing water pollution from raw sewage discharges. Sewage contains wastewater from households and businesses and possibly pre-treated industrial wastewater. There are a high number of sewage treatment processes to choose from. These can range from decentralized systems to large centralized systems involving a network of pipes and pump stations which convey the sewage to a treatment plant. For cities that have a combined sewer, the sewers will also carry urban runoff (stormwater) to the sewage treatment plant. Sewage treatment often involves two main stages, called primary and secondary treatment, while advanced treatment also incorporates a tertiary treatment stage with polishing processes and nutrient removal. Secondary treatment can reduce organic matter from sewage,  using aerobic or anaerobic biological processes.

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<span class="mw-page-title-main">Aerobic granulation</span>

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<span class="mw-page-title-main">Moving bed biofilm reactor</span> Type of wastewater treatment

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<span class="mw-page-title-main">Nereda</span>

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A microbial desalination cell (MDC) is a biological electrochemical system that implements the use of electro-active bacteria to power desalination of water in situ, resourcing the natural anode and cathode gradient of the electro-active bacteria and thus creating an internal supercapacitor. Available water supply has become a worldwide endemic as only .3% of the earth's water supply is usable for human consumption, while over 99% is sequestered by oceans, glaciers, brackish waters, and biomass. Current applications in electrocoagulation, such as microbial desalination cells, are able to desalinate and sterilize formerly unavailable water to render it suitable for safe water supply. Microbial desalination cells stem from microbial fuel cells, deviating by no longer requiring the use of a mediator and instead relying on the charged components of the internal sludge to power the desalination process. Microbial desalination cells therefore do not require additional bacteria to mediate the catabolism of the substrate during biofilm oxidation on the anodic side of the capacitor. MDCs and other bio-electrical systems are favored over reverse osmosis, nanofiltration and other desalination systems due to lower costs, energy and environmental impacts associated with bio-electrical systems.

<span class="mw-page-title-main">Oxygenic photogranules</span>

Oxygenic photogranules (OPGs) are a type of biological aggregate with an approximately spherical form, typically from a millimeter to a centimeter scale. OPGs are characterized by the cloth-like layer of phototrophic organisms, predominantly filamentous cyanobacteria of the order Oscillatoriales. Oxygen production by these phototrophs through photosynthesis is typically coupled to oxygen consumption of heterotrophic biomass, releasing CO2 that is presumably utilised in a syntrophic relationship by autotrophic phototrophs.

References

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