Determine the solids retention time (SRT) using the data below. Use th retention time equation that uses combined aeration tank and final clarifier vo- estimate system solids. Aerator volume = 250,000 gal MLSS=2750 mg/L Final clarifier volume = 110,000 gal WAS SS = 5410 mg/L Population equivalent flow = 2.35 MGD Secondary effluent (SS) = 16 mg L WAS pumping rate = 19,200 gpd
Determine the solids retention time (SRT) using the data below. Use th retention time equation that uses combined aeration tank and final clarifier vo- estimate system solids. Aerator volume = 250,000 gal MLSS=2750 mg/L Final clarifier volume = 110,000 gal WAS SS = 5410 mg/L Population equivalent flow = 2.35 MGD Secondary effluent (SS) = 16 mg L WAS pumping rate = 19,200 gpd
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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![Q1 Determine the solids retention time (SRT) using the data below. Use th
retention time equation that uses combined aeration tank and final clarifier vol
estimate system solids.
Aerator volume = 250,000 gal
MLSS=2750 mg/L
Final clarifier volume = 110,000 gal
WAS SS=5410 mg/L
Population equivalent flow = 2.35 MGD
Secondary effluent (SS) = 16 mg/L
WAS pumping rate = 19,200 gpd](/v2/_next/image?url=https%3A%2F%2Fcontent.bartleby.com%2Fqna-images%2Fquestion%2F54fb1c47-3135-49d2-a4da-da95179ef74a%2F5378b1bf-9c52-473c-8240-ae1f60f5c0ff%2Fxtqd7y_processed.jpeg&w=3840&q=75)
Transcribed Image Text:Q1 Determine the solids retention time (SRT) using the data below. Use th
retention time equation that uses combined aeration tank and final clarifier vol
estimate system solids.
Aerator volume = 250,000 gal
MLSS=2750 mg/L
Final clarifier volume = 110,000 gal
WAS SS=5410 mg/L
Population equivalent flow = 2.35 MGD
Secondary effluent (SS) = 16 mg/L
WAS pumping rate = 19,200 gpd
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