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20-03-2024
Engineering

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A circular sedimentation tanks to be designed using following data. [6] Sewage flow = 10 MLD, design size of suspended particles to be removed =0.06mm, specific gravity of solids =1.2, kinematic v"

a) 0.04mm
b) 0.06mm
c) 0.08mm
d) 0.10mm

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