The bioreactor volume (V), F/M ratio, and HRT are respectivel O 250 million gallons, 0.28 gBOD/gVSS.d, 13.3 hours ● 107 million gallons, 0.28 gBOD/gVSS.d, 5.7 hours O 107 million gallons, 0.42 gBOD/gVSS.d, 5.7 hours 107 million gallons, 0.28 gBOD/gVSS.d, 12.2 hour
The bioreactor volume (V), F/M ratio, and HRT are respectivel O 250 million gallons, 0.28 gBOD/gVSS.d, 13.3 hours ● 107 million gallons, 0.28 gBOD/gVSS.d, 5.7 hours O 107 million gallons, 0.42 gBOD/gVSS.d, 5.7 hours 107 million gallons, 0.28 gBOD/gVSS.d, 12.2 hour
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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Question

Transcribed Image Text:A continuous stirred tank reactor (CSTR) Activated Sludge Process is used to treat
municipal wastewater after primary sedimentation. The following data is available:
Primary Effluent Flow Rate (Q)
Primary Effluent BOD
Concentration (So)
Secondary Effluent Biomass
Concentration (Xe)
Mixed Liquor Biomass
Concentration (X)
Solids Retention Time (SRT)
Waste Sludge Flow Rate (Qw)
Value
450
200
O
0
3,000
5
8
Biomass Concentration in RAS (XR) 8,000
O 250 million gallons, 0.28 gBOD/gVSS.d, 13.3 hours
107 million gallons, 0.28 gBOD/gVSS.d, 5.7 hours
O 107 million gallons, 0.42 gBOD/gVSS.d, 5.7 hours
107 million gallons, 0.28 gBOD/gVSS.d, 12.2 hour
Unit
mgd
mg/l
mg/1
mg/l
days
mgd
The bioreactor volume (V), F/M ratio, and HRT are respectively:
mg/l
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