Water Technology: An Introduction for Environmental Scientists and Engineers, Second Edition

Chapter 17: Activated Sludge

17.1 THE PROCESS

The activated sludge process relies on a dense microbial population being in mixed suspension with the wastewater under aerobic conditions. With unlimited food and oxygen, extremely high rates of microbial growth and respiration can be achieved resulting in the utilization of the organic matter present to either oxidized end products (i.e. CO 2, NO 3, SO 4 and PO 4) or the biosynthesis of new micro-organisms (Section 15.1). The activated sludge process relies on five inter-related components: the reactor, the activated sludge itself, the aeration/mixing system, the sedimentation tank and the returned sludge (Table 17.1 and Fig. 17.1). However, there is an increasing interest in replacing the sedimentation tank unit with either an internal or external membrane filtration unit to separate the solids from the final effluent (Section 20.8.5).

Table 17.1: Main components of all activated sludge systems
  1. The reactor: This can be a tank, lagoon or ditch. The main criteria of a reactor are that the contents can be adequately mixed and aerated. The reactor is also known as the aeration tank or basin

  2. Activated sludge: This is the microbial biomass within the reactor which is comprised mainly of bacteria and other microfauna and flora. The sludge is a flocculant suspension of these organisms and is often referred to as the mixed liquor. The normal concentration of mixed liquor expressed as suspended solids (MLSS) is between 2000 and 5000 mg l ? 1

  3. Aeration/mixing system: Aeration and...

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