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QUESTION
consider the design of wastewater treatment plant for a community wiyh average daily and peak hourly wastewater design flows of 2.0 mgd.
consider the design of wastewater treatment plant for a community wiyh average daily and peak hourly wastewater design flows of 2.0 mgd. the raw sewage has an average of 230 mg/l BOD5 and 260 mg/l of suspended solids.
