2. A flocculation basin is to be designed for a water treatment plant, and the design flow is 49,200 m³/day. Two parallel trains of hydraulic flocculation are to be used, with a detention time of 40 minutes. Determine the basin dimensions, the number of baffles, and the expected head loss across the floc tank.
2. A flocculation basin is to be designed for a water treatment plant, and the design flow is 49,200 m³/day. Two parallel trains of hydraulic flocculation are to be used, with a detention time of 40 minutes. Determine the basin dimensions, the number of baffles, and the expected head loss across the floc tank.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Transcribed Image Text:2. A flocculation basin is to be designed for a water treatment plant, and the design flow
is 49,200 m³/day. Two parallel trains of hydraulic flocculation are to be used, with a
detention time of 40 minutes. Determine the basin dimensions, the number of baffles,
and the expected head loss across the floc tank.
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