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A municipal sewage plant with a single-stage trickling filter:
Organic loading: 1000 kg BOD/ha/day
Recirculation ratio = 1.2
Raw sewage flow = 4 MLD
BOD of influent = 220 mg/L
Primary clarifier removes 35% BOD
Determine:
Strength of effluent using NRC formula
A municipal sewage plant with a single-stage trickling filter:
Organic loading: 1000 kg BOD/ha/day
Recirculation ratio = 1.2
Raw sewage flow = 4 MLD
BOD of influent = 220 mg/L
Primary clarifier removes 35% BOD
Determine:
Strength of effluent using NRC formula
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A municipal sewage plant with a single-stage trickling filter:
Organic loading: 1000 kg BOD/ha/day
Recirculation ratio = 1.2
Raw sewage flow = 4 MLD
BOD of influent = 220 mg/L
Primary clarifier removes 35% BOD
Determine:
Strength of effluent using NRC formula
