cococat5376 cococat5376 20-03-2024 Engineering contestada 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
