You need to design a completely mixed activated sludge system for the town of gopack. the influent substrate concentration is 300 mg/l as bod and the influent flow rate is 12 mgd. the following kinetic parameters were determined from treatability studies: k = 22 g bod/g vss/day; y = 0.4 g vss/g bod; ks = 200 mg/l as bod; kd = 0.1 day-1
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You need to design a completely mixed activated sludge system for the town of gopack. the influent s...
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