The design flow for a water treatment plant (WTP) is 4000 m3/d, the rapid mixing tank will have a mechanical mixer and the average alum dosage will be 50 mg/l. The theoretical mean hydraulic detention time of the tank will be 60 second and the depth is 1.4 m. Design a circular rapid mixing tank and determine the quantity of alum needed.
The design flow for a water treatment plant (WTP) is 4000 m3/d, the rapid mixing tank will have a mechanical mixer and the average alum dosage will be 50 mg/l. The theoretical mean hydraulic detention time of the tank will be 60 second and the depth is 1.4 m. Design a circular rapid mixing tank and determine the quantity of alum needed.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![The design flow for a water treatment plant (WTP) is 4000 m3/d, the
rapid mixing tank will have a mechanical mixer and the average alum
dosage will be 50 mg/l. The theoretical mean hydraulic detention time of
the tank will be 60 second and the depth is 1.4 m. Design a circular rapid
mixing tank and determine the quantity of alum needed.](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fafc1e71c-0905-411b-ab0d-980edf016662%2Fcbb4afa6-3dc6-4fc4-8e9d-4133959ea026%2Fnn68qod_processed.png&w=3840&q=75)
Transcribed Image Text:The design flow for a water treatment plant (WTP) is 4000 m3/d, the
rapid mixing tank will have a mechanical mixer and the average alum
dosage will be 50 mg/l. The theoretical mean hydraulic detention time of
the tank will be 60 second and the depth is 1.4 m. Design a circular rapid
mixing tank and determine the quantity of alum needed.
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