Problem 1 (Problem 6.15-Textbook) Design two equally sized rectangular settling basins for treating a total flow rate of 2.5 MGD using an overflow rate of 500 gpd/ft² and a detention time of four hours. Use a length: width ratio of 4: 1 and assume that the basins are operating in parallel and that the effluent weir length in each basin is three times the basin width. Determine: a. The dimensions of each basin (ft). b. The weir loading rate (gpd/ft).
Problem 1 (Problem 6.15-Textbook) Design two equally sized rectangular settling basins for treating a total flow rate of 2.5 MGD using an overflow rate of 500 gpd/ft² and a detention time of four hours. Use a length: width ratio of 4: 1 and assume that the basins are operating in parallel and that the effluent weir length in each basin is three times the basin width. Determine: a. The dimensions of each basin (ft). b. The weir loading rate (gpd/ft).
Chapter2: Loads On Structures
Section: Chapter Questions
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
Transcribed Image Text:Problem 1 (Problem 6.15-Textbook)
Design two equally sized rectangular settling basins for treating a total flow rate of 2.5 MGD
using an overflow rate of 500 gpd/ft² and a detention time of four hours. Use a length: width
ratio of 4: 1 and assume that the basins are operating in parallel and that the effluent weir length
in each basin is three times the basin width. Determine:
a. The dimensions of each basin (ft).
b. The weir loading rate (gpd/ft).
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