Using the data for Cynusoidal City (Problem 13-18 in Chapter 13), estimate the peak four-hour flow rate and calculate the peak-to average ratio.
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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