All anaerobic digesters perform the same basic function. They hold manure in the absence of oxygen and maintain the proper conditions for methane forming microorganisms to grow. There is a wide variety of anaerobic digesters, each performing this basic function in a subtly different way. Seven of the most common digesters are described in this article. Construction and material handling techniques can vary greatly within the main categories.

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For clarity, we can divide digesters into three categories:

• Passive Systems: Biogas recovery is added to an existing treatment component.
• Low Rate Systems: Manure flowing through the digester is the main source of methane-forming microorganisms.
• High Rate Systems: Methane-forming microorganisms are trapped in the digester to increase efficiency.

Passive Systems

Covered lagoon

Figure 1. First Covered Cell of a Lagoon Located on the Oklahoma State University Swine Research and Education Center.

Figure 2. Schematic Drawing of Covered Lagoon Digestion System.

This system takes advantage of the low maintenance requirement of a lagoon while capturing biogas under an impermeable cover (Figure 1). The first cell of a two-cell lagoon is covered, and the second cell is uncovered (Figure 2). Both cells are needed for the system to operate efficiently. A lagoon is a storage as well as a treatment system; the liquid level on the second cell must rise and fall to create storage, while the level on the first cell remains constant to promote manure breakdown.

Since they are not heated, the temperature of covered lagoons follows seasonal patterns. Methane production drops when lagoon temperatures dip below 20 degrees C. A covered lagoon located in the tropics will produce gas year-round, but gas production will drop considerably during the winter farther north. Since sludge is stored in lagoons for up to 20 years, methane-forming microorganisms also remain in the covered lagoon for up to 20 years. This means that much of the fertilizer nutrients, particularly phosphorus, also remain trapped in the covered lagoon for a long time. If lagoon effluent is recycled to remove manure from buildings, liquid retention time is generally 30 to 60 days &#; depending on the size and age of the lagoon.

Low Rate Systems

Complete Mix Digester

Figure 3. Complete Mix Digester Located on the Crave Brothers Farm in Waterloo Wisconsin (photo: Crave Brothers Farm/USEPA).

Figure 4. Schematic Drawing of a Complete Mix Digester

A complete mix digester (Figure 3) is basically a tank in which manure is heated and mixed with an active mass of microorganisms (Figure 4.). Incoming liquid displaces volume in the digester, and an equal amount of liquid flows out. Methane forming microorganisms flow out of the digester with the displaced liquid. Biogas production is maintained by adjusting volume so that liquids remain in the digester for 20 to 30 days. Retention times can be shorter for thermophyllic systems. The digester can be continuously or intermittently mixed. Intermittent mixing means the tank is stirred during feeding and only occasionally between feedings. Sometimes the process takes place in more than one tank. For instance, acid formers can break down manure in one tank, and then methane formers convert organic acids to biogas in a second tank. Complete mix digesters work best when manure contains 3 percent to 6 percent solids. Digester size can be an issue at lower solids concentrations. Lower solids mean greater volume, which means you need a larger digester to retain the microbes in the digester for 20 to 30 days.

Plug Flow Digester

Figure 5. Plug Flow Digester located on the Emerling Farm in Perry, NY (Photo Courtesy of Cornell University/USEPA).

Figure 6. Schematic Drawing of a Plug Flow Digester.

The idea behind a plug flow digester (Figure 5) is the same as a complete mix digester &#; manure flowing into the digester displaces digester volume, and an equal amount of material flows out (Figure 6). However, the contents of a plug flow digester manure are thick enough to keep particles from settling to the bottom. Very little mixing occurs, so manure moves through the digester as a plug &#; hence the name &#;plug flow.&#; Plug flow digesters do not require mechanical mixing. Total solids (TS) content of manure should be at least 10 or 15 percent, and some operators recommend feeding manure with solids as high as 20 percent. This means you may need to add extra material to manure to use a plug flow digester. This is not always a bad thing if you consider the added material may also be biodegradable. More degradable material means more biogas. Plug flow digesters are usually five times longer than they are wide. Recommended retention time is 15 to 20 days.

High Rate Systems

Solids Recycling

Figure 7. Schematic Drawing of Contact Stabilization Digester.

Returning some of the active organisms to the digester decreases digestion time. This is done in plug flow systems by pumping some of the effluent leaving the digester to the front of the digester. In complete mix systems, solids are settled in an external clarifier, and the microbe-rich slurry is recycled back to the digester. The systems are called contact stabilization digesters or anaerobic contact digesters (Figure 7).

Fixed Film Digester

Figure 8. Fixed Film Digester located on the University of Florida Dairy Research Farm (photo courtesy of Ann Wilkie, University of Florida)&#;.

A fixed film digester (Figure 8) is essentially a column packed with media, such as wood chips or small plastic rings. Methane-forming microorganisms grow on the media. Manure liquids pass through the media (Figure 9). These digesters are also called attached growth digesters or anaerobic filters. The slimy growth coating the media is called a biofilm. Retention times of fixed film digesters can be less than five days, making for relatively small digesters. Usually, effluent is recycled to maintain a constant upward flow. One drawback to fixed film digesters is that manure solids can plug the media. A solid separator is needed to remove particles from the manure before feeding the digester. Efficiency of the system depends on the efficiency of the solid separator; therefore, influent manure concentration should be adjusted to maximize separator performance, usually 1 percent to 5 percent total solids). Some potential biogas is lost due to removing manure solids.

Figure 9. Schematic Drawing of a Fixed Film Digestion System.&#;

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Suspended Media Digesters

Figure 10. Schematic Drawing of an Upflow Anaerobic Sludge Blanket (UASB) Digester.

In these types of digesters, microbes are suspended in a constant upward flow of liquid. Flow is adjusted to allow smaller particles to wash out, while allowing larger ones to remain in the digester. Microorganisms form biofilms around the larger particles, and methane formers stay in the digester. Effluent is sometimes recycled to provide steady upward flow. Some designs incorporate an artificial media such as sand for microbes to form a biofilm; these are called fluidized bed digesters.

Suspended media digesters that rely on manure particles to provide attachment surfaces come in many variations. Two common types of suspended media digesters are the upflow anaerobic sludge blanket digester, or UASB digester (Figure 10), and the induced blanket reactor, or IBR digester (Figures 11 and 12). The main difference between these two systems is that UASB digesters are better suited for dilute waste streams (<3-percent total suspended solids); whereas, the IBR digester works best with highly concentrated wastes (6 percent to 12 percent TS).

Figure 11. Schematic Drawing of Induced Bed Reactor (IBR) Digester (Courtesy of Conly Hansen, Utah State University).

Figure12. Battery of Induced Bed Reactor (IBR) Digesters (photo courtesy of Conly Hansen, Utah State University).

Sequencing Batch Digester

Figure 13. Anaerobic Sequencing Batch Reactor (ASBR) Digester Located on the Oklahoma State University Swine Research and Education Center.

An anaerobic sequencing batch reactor (Figure 13), or ASBR digester, is a variation on an intermittently mixed digester. Methane forming microorganisms are kept in the digester by settling solids and decanting liquid. An ASBR operates in a cycle of four phases (Figure 14). The digester is fed during the fill stage, manure and microbes are mixed during the react phase, solids are settled during the settle stage, and effluent is drawn off during the decant stage. The cycle is repeated up to four times a day for nearly constant gas production. Liquid retention times can be as short as five days. Although ASBR digesters work well with manure in a wide range of solids concentrations, they are particularly well suited for very dilute manures (< 1 percent TS), and if filled with active microbes during start-up, can even produce biogas with completely soluble organic liquids. Sludge must be removed from the ASBR digester periodically. Concentrated nutrients are harvested during sludge removal.

Figure 14. Four phases of an ASBR Digester Cycle.

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Types of Anaerobic Digesters

Different technologies can be used to tailor a solution that makes the most of specific feedstocks

Anaerobic digestion is a natural biological process in which bacteria decompose organic matter in an oxygen-free environment. During this process, methanogenic bacteria produce methane as they feed and grow.

The methane-rich biogas produced can be burned to generate electricity or heat, or it can be processed further to produce a valuable source of renewable energy that can be fed into a natural gas pipeline or processed into compressed natural gas (CNG) for use as a clean vehicle fuel.

The process also produces a nutrient-rich slurry that can be used as a soil enhancer or fertilizer.

Classes of Organic Digesters

Anaerobic digesters can be classified based on various factors, including the type of organic waste being treated, the operational mode, and the design configuration. Here are three common classifications:

Type of Organic Waste. Anaerobic digesters can be classified based on the type of organic waste they&#;re designed to treat. This includes agricultural digesters for livestock manure and crop residues, municipal digesters for sewage sludge and organic solid waste from households, and industrial digesters for specific organic waste streams generated by industries such as food processing or breweries. Different waste types may require specific digester designs and operating parameters.

Several types of biodigesters and technologies can be used to convert organic waste into biogas. They typically fall into one of three main categories:

• Stand-alone digesters, which are used to process food waste or industry-specific wastes, for example, waste from the food and beverage industry.
• Digesters on farms, which help farmers manage manure, reduce odors and nutrients, and generate additional revenue.
• Digesters at wastewater treatment plants, which are incorporated into the wastewater treatment process to treat organic matter and produce biogas.

While the feedstock for anaerobic digestion may vary, the fundamental process remains the same, with some variations in how they operate.

Operational Mode. Anaerobic digesters can be classified based on their operational mode, which refers to the method of loading and unloading the digester. The main operational modes are continuous, semicontinuous, and batch. Continuous digesters receive a steady inflow of waste and simultaneously remove digested material. Semicontinuous digesters operate similarly but allow for periodic loading and unloading. Batch digesters, on the other hand, are filled with waste as a batch or series of batches, and each batch goes through a complete digestion cycle before being emptied.

Design Configuration. Anaerobic digesters can also be classified based on their design configuration. Common ones include continuous stirred tank reactors (CSTR), plug flow digesters, fixed-film digesters, and expanded granular sludge bed (EGSB) reactors. Each configuration has unique characteristics and advantages, such as the level of mixing, retention time, and ability to handle different waste types.

It&#;s worth noting that these classifications are not mutually exclusive, and digesters can fall into multiple categories depending on their specific characteristics and applications, as well as the type of effluent being processed.

Other Anaerobic Digestion Technologies

Anaerobic digestion can be performed with the use of several types of technologies, depending on factors including the type and concentration of feedstock. In addition to CSTR and ESGB, they include external forced circulation reactor (EFC) and anaerobic granular biomass treatment.

Finding the Best Solution

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