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TAKING CARE BIOLOGICAL SLUDGE

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Activated Sludge Basics

The Activated Sludge Process is a biological wastewater treatment process. This means that treatment occurs as pollutants are used as a food source by many different types of microorganisms. It is a suspended growth process, since the organisms are suspended in the wastewater rather than attached to a media as in the trickling filter or rotating biological contactor processes.

Since this is a biological process, understanding some basic biology will be needed. Some terms that will be used in this discussion and definitions follow:

                 Anaerobic Organisms that need no D.O. or nitrate (NO3) oxygen

                 Aerobic Organisms that must have D.O.
                 Facultative Organisms that can exist with or without D.O.

                 Heterotrophic Organisms which consume organics in the wastewater

                 Autotrophic Organisms which are able to use inorganic compounds as a food source

The activated sludge process relies on the cultivation of a population of millions of microorganisms of many different types, mostly aerobic and facultative heterotrophic bacteria suspended in the wastewater, as it passes through a reactor (aeration tank).

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This suspension, referred to as mixed liquor (or Mixed Liquor Suspended Solids, MLSS), is supplied with oxygen and kept mixed by bubbling air through it. These are naturally occurring organisms; there is no need to supply them from an external source. As the organisms feed on the organic pollutants in the wastewater, the pollutants are converted to more organisms (biomass) and some byproducts. The amount of biomass produced is often estimated as about 0.7 pounds for each pound of BOD removed in the secondary process. While an individual bacterium is not visible to the eye, they stick to one another to form a biological mass which may be easily seen as a brown colored floc. Following an adequate amount of treatment time the mixed liquor flows from the aeration tank to a secondary clarifier where the biomass is allowed to settle out of the wastewater 8 Activated Sludge Manual and the effluent passes to the next treatment step. The settled biomass is returned to the treatment process to provide organisms which will continue removing pollutants. This returned biomass is referred to as Return Activated Sludge (RAS). Since this is a living and growing process, it will continue to build biomass to the point of having too much. The amount of biomass in the process is controlled by removing (wasting) a portion of it each day. This excess biomass removed from the secondary system is known as Waste Activated Sludge (WAS).

Bacterial Cells

It is helpful to understand a little about the bacterial cell if we wish to know how it is able to remove pollutants. The diagram at the right shows a typical cell. The inside of the cell contains reproductive information, food storage mechanisms, etc. Surrounding the cell is a membrane which keeps the organism together, and through which dissolved food may pass. The cell wall is coated with a slime layer which is used to trap particles.

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The diagram at the left shows a bacterial cell suspended in wastewater containing both soluble and particulate organic pollutants. Soluble organic pollutants pass through the cell membrane (absorption) and are used as a direct food source. Particulate organics cannot pass through the membrane, but stick to the slime layer (adsorption). The organism begins to produce enzymes which are secreted through the membrane and solubilize the particulate, allowing it to pass through the membrane where it too is used as food. In this way the organism is able to remove both soluble and particulate organics from the wastewater. Also indicated in the diagram, oxygen must be supplied to the organisms as they metabolize the organics, and new bacterial cells are produced. Byproducts to this metabolism include ammonia (NH3), carbon dioxide (CO2), and water (H2O).

Three Steps of Biological Treatment

Biological wastewater treatment is often described as occurring in three steps. In step one, Transfer, food from the wastewater is transferred to the cell. Adequate mixing and detention time are needed to assure that the organism comes into contact with the food source. Step two, Conversion, occurs as the organism metabolizes the food supply, converting it to new cells. In order for this to occur the food supply must be a usable type and in a usable form. Some compounds are easily degraded by the bacteria, while others are metabolized more slowly. Some pollutants may not be metabolized until the organisms become acclimated to it, producing the right kinds of enzymes. A proper D.O. environment must be present; aerobic organisms will not efficiently remove pollutants in an anaerobic environment. The nutrient balance must be proper for conversion to take Food Storage Oxygen Soluble Organics Cell Membrane Adsorbed Particle Enzymes (Absorption) 9 Activated Sludge Manual place. Like other life forms, the organism needs nitrogen and phosphorus, among other minor nutrients, in order to metabolize food and build new cells. The ratio of carbon to nitrogen to phosphorus is generally taken as 100:5:1. In the third step of treatment, Flocculation and Separation, the microorganisms stick together to form large particles that will settle out of the purified wastewater in the secondary clarifier. Flocculation occurs when mixing allows the organisms to contact one another, but does not cause conditions so turbulent that the flocculated material is torn apart. Settleability and compaction of the floc particles depends on the density, size and shape of the particles as well as the efficiency of the clarifier. Settleability is affected by the abundance of filamentous bacteria, those that form strings as they grow rather than forming floc. An excessive growth rate of these bacteria may cause a bulking condition in which the mixed liquor does not compact well, taking up much more volume in the clarifier. This condition may be caused by many factors, among which are improper D.O. environment and nutrient imbalance, and may result in solids loss in the clarifier effluent. More about bulking and control of filamentous organisms later.

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