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Engineering, 25.11.2021 08:20 mchillery1028

Assuming there is no equalization and that the primary tank for Cynusoidal City (Problem 20-18 in Chapter 20) has a design detention time at average flow of 2.0 hours, a volume of 2,880 m3, and a diameter of 29 m, determine the actual detention time and overflow rate for the peak four-hour flow rate.

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Assuming there is no equalization and that the primary tank for Cynusoidal City (Problem 20-18 in Ch...
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