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Designing a long-rectangular settling basin for type-2 settling: A city must treat about 15000m3/d of water. Flocculating particles are produced by coagulation, and a column
Designing a long-rectangular settling basin for type-2 settling: A city must treat about 15000m3/d of water. Flocculating particles are produced by coagulation, and a column analysis indicates that an overflow rate of 20m/d will produce satisfactory removal at a depth of 3.5m. Determine the size of the required tank (and dimensions from volume), retention time, and horizontal velocity
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