Assuming there is no equalization and that the primary tank for Cynusoidal City (Problem 13-18 in Chapter 13) 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.
Problem 13-18
A treatment plant being designed for Cynusoidal City requires an equalization basin to even out flow and BOD variations. The average daily flow is 0.400 m3/s. The following flows and BOD5 have been found to be typical of the average variation over a day. What volume equalization basin is required to provide for a uniform outflow equal to the average daily flow? Assume the flows are hourly averages and that an addition of 25% to the estimated volume will be provided to account for contingencies.
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