Determine the total length of brush aerators for the extended aeration oxidation ditch at Brooklyn ( Problems 16-33 , 16-34 , 16-35 ). Use the data in Table 16-15 for the length estimate. Use the following assumptions in the design:
Clean water correction, α = 0.70 for nitrification
Salinity correction, β = 0.95
Summer wastewater temperature = 24oC
Operating DO = 3.0 mg/L
Table 16-15
Problems 16-35
Estimate the mass of sludge to be wasted each day from the extended aeration oxidation ditch at Brooklyn ( Problem 16-33 ).
Problem 16-34
Determine whether or not there is sufficient alkalinity for nitrification of the extended aeration oxidation ditch at Brooklyn ( Problem 16-33 ). Compute the mass per day of sodium bicarbonate to add if alkalinity is required. Assume a residual of 80 mg/L as CaCO3 is required to maintain the pH.
Problem 16-33
Estimate the volume of an extended-aeration oxidation ditch for carbonaceous BOD oxidation and nitrification for the city of Brooklyn using the following design data:
Assume the MLSS = 3,000 mg/L, MLVSS = (0.75) MLSS, and typical kinetic coefficients in Tables 16-14 and 16-5 apply.
Tables 16-14 and 16-5
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