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Mechanical aeration types

Mechanical Aerators. Mechanical aerators are modular ia design and built usiag electric motors. This type of aerator is also known as a surface splasher because it pumps water vertically iato the air. During this process the water is broken up iato small droplets allowiag exchange of oxygen from the air to the water. One type of mechanical aerator is shown ia Figure 3e. [Pg.341]

The activated sludge process for domestic wastewater treatment was introduced to the world in 1914.1 Since then, many studies have been conducted to improve the oxygen transfer efficiency. Among the aeration devices introduced have been a porous diffuser, a filter type diffuser, a mechanical aeration device, an orifice type diffuser and a fine-pore air diffuser. The aeration market is in a substantial state of flux in the USA today. Emphasis on high efficiency has led many intensive research programmes to aim at the evaluation of the design, operation and control processes to improve overall system performance. [Pg.44]

Mixing of the mixed liquor is also accomplished by the aeration system. The mixed liquor solids must be kept in suspension for proper operation of the process. The mixing requirement depends on types of aeration equipment, depth, and width of the tank. Typically, a mixed liquor velocity of 0.15 m/sec in the aeration tank provides adequate mixing. For mechanical aerators, power input of 16-30 W/m is often specified for mixing of biomass in the tank. ... [Pg.19]

Conventional—This type includes an aeration basin, a clarifier, and a sludge recycle system. The recycle sludge (RAS) and influent enter the aeration basin at the inlet and leave the basin in the opposite or outlet end. The solids in the mixed liquor get separated out in the clarifier and are recycled back to the aeration basin. Aeration in the basin can be achieved by diffused air or mechanical aerations. [Pg.659]

Although each form of concentration cell may be considered a discrete form of corrosion, in practice, more than one type may occur simultaneously. These forms of corrosion are all characterized by localized differences in concentration of hydrogen, oxygen, chloride, sulfate, and other minerals, but especially oxygen (producing the so-called differential oxygen concentration cell, or differential-aeration cell). The basic mechanisms surrounding each of these specific forms of concentration cell corrosion are discussed next. [Pg.246]

Localized, concentration-cell corrosion (differential aeration corrosion), occurring as Tuberculation corrosion Crevice corrosion Under-deposit corrosion Pitting corrosion All forms of localized, concentration-cell corrosion are indirect attack type corrosion mechanisms. They result in severe metal wastage and can also induce other corrosion mechanisms, e.g. Stress corrosion Corrosion fatigue... [Pg.270]

Reactions of cell growth or those using immobilized enzymes are instances of gas-liquid-solid reactions. In principle, accordingly, any of the types of reactors described in Section 8.3 could be employed as fermentors. Mostly, however, mechanically agitated tanks are the type adopted. Aeration supplies additional agitation as well as metabolic need, and moreover sweeps away C02 and noxious byproducts. [Pg.821]


See other pages where Mechanical aeration types is mentioned: [Pg.167]    [Pg.1422]    [Pg.2219]    [Pg.238]    [Pg.618]    [Pg.106]    [Pg.69]    [Pg.70]    [Pg.1245]    [Pg.1975]    [Pg.1976]    [Pg.167]    [Pg.11]    [Pg.1659]    [Pg.2462]    [Pg.2463]    [Pg.1655]    [Pg.2443]    [Pg.2444]    [Pg.1426]    [Pg.2223]    [Pg.2224]    [Pg.734]    [Pg.181]    [Pg.412]    [Pg.417]    [Pg.170]    [Pg.1812]    [Pg.2220]    [Pg.2222]    [Pg.2426]    [Pg.261]    [Pg.84]    [Pg.74]    [Pg.75]    [Pg.15]    [Pg.209]    [Pg.325]    [Pg.154]    [Pg.782]    [Pg.27]    [Pg.288]   
See also in sourсe #XX -- [ Pg.216 ]




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