A complete-mixed activated sludge process (CMAS) is to be designed to treat 7.0 MGD of primary effluent having a BOD5 of 170 mg/L. The requirement is that the effluent BOD5 and TSS concentrations be 20 mg/L or less on an annual average basis. The following biokinetic coefficient obtained at 15°C: Y = 0.7 mg VSS/mg BOD5, k = 2.90 d-1, Ks = 80 mg/L BOD5, and kd= 0.043 d-1 . Assume that the MLVSS concentration in the aeration basin is maintained at 2,500 mg/L. Determine: a. The minimum MCRT (d) b. The MCRT necessary to meet the requirement (d) c. The volume of the aeration basin (ft3)

Introduction to Chemical Engineering Thermodynamics
8th Edition
ISBN:9781259696527
Author:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
Publisher:J.M. Smith Termodinamica en ingenieria quimica, Hendrick C Van Ness, Michael Abbott, Mark Swihart
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A complete-mixed activated sludge process (CMAS) is to be designed to treat 7.0 MGD of
primary effluent having a BOD5 of 170 mg/L. The requirement is that the effluent BOD5 and
TSS concentrations be 20 mg/L or less on an annual average basis. The following biokinetic
coefficient obtained at 15°C: Y = 0.7 mg VSS/mg BOD5, k = 2.90 d-1, Ks = 80 mg/L BOD5,
and kd = 0.043 d-1. Assume that the MLVSS concentration in the aeration basin is maintained at
2,500 mg/L. Determine:
a. The minimum MCRT (d)
b. The MCRT necessary to meet the requirement (d)
c. The volume of the aeration basin (ft3)
Transcribed Image Text:A complete-mixed activated sludge process (CMAS) is to be designed to treat 7.0 MGD of primary effluent having a BOD5 of 170 mg/L. The requirement is that the effluent BOD5 and TSS concentrations be 20 mg/L or less on an annual average basis. The following biokinetic coefficient obtained at 15°C: Y = 0.7 mg VSS/mg BOD5, k = 2.90 d-1, Ks = 80 mg/L BOD5, and kd = 0.043 d-1. Assume that the MLVSS concentration in the aeration basin is maintained at 2,500 mg/L. Determine: a. The minimum MCRT (d) b. The MCRT necessary to meet the requirement (d) c. The volume of the aeration basin (ft3)
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