An activated sludge and secondary clarifier system is shown below for a wastewater treatment plant. In addition to the i
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An activated sludge and secondary clarifier system is shown below for a wastewater treatment plant. In addition to the i
An activated sludge and secondary clarifier system is shown below for a wastewater treatment plant. In addition to the information in the figure, the following apply: • Y = 0.96 mg TSS/mg BODs • Ks = 45 mg/L BOD • Hm = 3.2 d' • ku=0.05 d Q: X=10 mg/L TSS Qin - 5 mgd So = 350 mg/L BODA Dia - 70 ft. X: S Depth - 14 A Qin+QRAS V=0.8 Mgal; X = 3,000 mg/L. TSS QwAS ORAS = 3 mgd; Xras Xwas = 7,500 mg/L TSS mgd Qwas Overflow rate= SRT = 0.- S- days mg/L BODS gpd/ft
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