Determine the diameter and the depth of the tank

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A drinking water treatment plant will be designed to process a flow of 15,000 m3/d. The sedimentation tank will have a residence (detention) time of 4 hours and the overflow rate (Q/A) of 16 m3/m2-day. Estimate the required surface area (A), and the diameter and the depth of the tank.

Reference no: EM13320121

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