After primary treatment, a municipal wastewater contains 150 mg/L BOD5. The wastewater flow of 0.44 m³/s (10 MGD) is then treated in an activated sludge system with an SRT of 12 d and an HRT of 6 h. Given the biokinetic parameters tabulated below, determine the limiting value of the minimum SRT (d). Parameter Value 3 d¹ 60 mg/L BOD, 0.10 d ¹¹ 0.6 mg VSS/mg BODS Ks ka Y

Fundamentals of Geotechnical Engineering (MindTap Course List)
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Chapter7: Seepage
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After primary treatment, a municipal wastewater contains 150 mg/L BOD5. The
wastewater flow of 0.44 m³/s (10 MGD) is then treated in an activated sludge system
with an SRT of 12 d and an HRT of 6 h. Given the biokinetic parameters tabulated
below, determine the limiting value of the minimum SRT (d).
Parameter
Hmax
Ks
ka
Y
Value
3 d¹
60 mg/L BOD,
0.10 d ¹¹
0.6 mg VSS/mg BODS
Transcribed Image Text:After primary treatment, a municipal wastewater contains 150 mg/L BOD5. The wastewater flow of 0.44 m³/s (10 MGD) is then treated in an activated sludge system with an SRT of 12 d and an HRT of 6 h. Given the biokinetic parameters tabulated below, determine the limiting value of the minimum SRT (d). Parameter Hmax Ks ka Y Value 3 d¹ 60 mg/L BOD, 0.10 d ¹¹ 0.6 mg VSS/mg BODS
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