GATE CE 2021 Set 1 — Question 62

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NAT+2 / -0MediumActivated Sludge ProcessWastewater Treatment ProcessesEnvironmental Engineering

Environmental Engineering → Wastewater Treatment Processes → Activated Sludge Process

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A secondary clarifier handles a total flow of 9600 m3/d9600\text{ m}^3/\text{d} from the aeration tank of a conventional activated-sludge treatment system. The concentration of solids in the flow from the aeration tank is 3000 mg/L3000\text{ mg/L}. The clarifier is required to thicken the solids to 12000 mg/L12000\text{ mg/L}, and hence it is to be designed for a solid flux of 3.2 kg/(m2h)3.2\text{ kg}/(\text{m}^2\cdot\text{h}). The surface area of the designed clarifier for thickening (in m2\text{m}^2, in integer) is ________.
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