Problem 2 (Problem 6.16-Textbook) Four rectangular settling basins operating in parallel are to be sized for treating 37,850 m³/d of water. Use a length: width ratio of 3:1 and assume a detention time of 3.0 hours. The effluent weir length in each basin is equal to three times the tank width. Determine the following: a. The dimensions of each tank (m). b. The weir loading rate [m³/(m-d)].
Problem 2 (Problem 6.16-Textbook) Four rectangular settling basins operating in parallel are to be sized for treating 37,850 m³/d of water. Use a length: width ratio of 3:1 and assume a detention time of 3.0 hours. The effluent weir length in each basin is equal to three times the tank width. Determine the following: a. The dimensions of each tank (m). b. The weir loading rate [m³/(m-d)].
Chapter2: Loads On Structures
Section: Chapter Questions
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![Problem 2 (Problem 6.16-Textbook)
Four rectangular settling basins operating in parallel are to be sized for treating 37,850 m³/d of
water. Use a length: width ratio of 3:1 and assume a detention time of 3.0 hours. The effluent
weir length in each basin is equal to three times the tank width. Determine the following:
a. The dimensions of each tank (m).
b. The weir loading rate [m³/(m-d)].](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2Fc02cea10-2b20-4726-bfe2-8f9101f448fb%2F79707051-3e68-4138-8f22-a38037d33934%2F1br8xqg_processed.png&w=3840&q=75)
Transcribed Image Text:Problem 2 (Problem 6.16-Textbook)
Four rectangular settling basins operating in parallel are to be sized for treating 37,850 m³/d of
water. Use a length: width ratio of 3:1 and assume a detention time of 3.0 hours. The effluent
weir length in each basin is equal to three times the tank width. Determine the following:
a. The dimensions of each tank (m).
b. The weir loading rate [m³/(m-d)].
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