The wastewater inflow to an activated sludge plant is 0.5 m³/s, and the plant is to be operated with a food to microorganism ratio of 0.2 mg/mg-d. The concentration of influent biodegradable organic matter of the wastewater to the plant (after primary settling) is 150 mg/L, and the mixed liquor volatile suspended solids concentration to be maintained in the plant is 2000 mg/L. Assuming that complete removal of biodegradable organic matter in the tank, the volume of aeration tank (in m3, in integer) required for the plant is

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Volume of aeration tank.

The wastewater inflow to an activated sludge plant is 0.5 m³/s, and the plant is to be
operated with a food to microorganism ratio of 0.2 mg/mg-d. The concentration of influent
biodegradable organic matter of the wastewater to the plant (after primary settling) is
150 mg/L, and the mixed liquor volatile suspended solids concentration to be maintained
in the plant is 2000 mg/L. Assuming that complete removal of biodegradable organic
matter in the tank, the volume of aeration tank (in m³, in integer) required for the plant
is
Transcribed Image Text:The wastewater inflow to an activated sludge plant is 0.5 m³/s, and the plant is to be operated with a food to microorganism ratio of 0.2 mg/mg-d. The concentration of influent biodegradable organic matter of the wastewater to the plant (after primary settling) is 150 mg/L, and the mixed liquor volatile suspended solids concentration to be maintained in the plant is 2000 mg/L. Assuming that complete removal of biodegradable organic matter in the tank, the volume of aeration tank (in m³, in integer) required for the plant is
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