To prepare the wastewater effluent from Brooklyn’s MF filters (Problem 19-8) for groundwater discharge, it will passed through an activated carbon filter. Assuming a conservative EBCT, estimate the volume of activated carbon required for a column.
Problem 19-8
Estimate MF filter area required to treat effluent from the Brooklyn tertiary filter (Problem 19-6). Assume a conservative hydraulic loading.
Problem 19-6
A dual media denitrification filter is being considered for the effluent from the oxidation ditch being built for the city of Brooklyn (Problem 16-33, Chapter 16). Using the data from Brooklyn and a permit requirement that NO3 -N not exceed 2.0 mg/L, determine the following:
a. Filter media volume
b. Filter hydraulic loading
c. Number of filters and their nominal dimensions
d. Methanol dose in mg/L and kg/d
Assume a typical NO3-N loading rate for the sustained minimum temperature and
assume that the filters will be sized using the guidance in Chapter 8.
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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