Design a rectangular sedimentation tank for a water treatment plant with a flow rate of 10,000 L/day.
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Design a rectangular sedimentation tank for a water treatment plant with a flow rate of 10,000 L/day. The detention time for the tank is 2 hours, and the overflow rate should not exceed 1200 L/m2/day. Assume the weir loading rate is 8000 L/m/day. Determine the length and width of the tank
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