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Q3. You have been selected to design a secondary wastewater treatment plant for a municipality in...

Q3. You have been selected to design a secondary wastewater treatment plant for a municipality in Amman of 15,000 people which has some industry that discharges wastewater to the municipal sewer system. The average daily wastewater flow is 2.1 MGD (million gallon/d) and the raw sewage entering the WWTP has an average BOD5 of 240 mg/L and average suspended solids of 260 mg/L.

  1. If the average domestic per capita sewage flow is 115 gpcd, what is the average flow of the industrial wastewater in MGD?
  2. If the average BOD5 load from the domestic sewage is 0.18 lbs/capita-day, what is the average daily BOD5 loading (in lbs/day) from the industrial wastewater? What is the population equivalent to this BOD5 loading?

Q4. What are the quantitative requirements for BOD5 and SS in wastewater discharges from secondary WWTPs? Hint:BOD5 and TSS in the effluent must be less than or equal to 30 mg/L based on a 30 day average, and ≥85% removal of both must be achieved

Q3. You have been selected to design a secondary wastewater treatment plant for a municipality in Amman of 15,000 people which has some industry that discharges wastewater to the municipal sewer system. The average daily wastewater flow is 2.1 MGD (million gallon/d) and the raw sewage entering the WWTP has an average BOD5 of 240 mg/L and average suspended solids of 260 mg/L.

  1. If the average domestic per capita sewage flow is 115 gpcd, what is the average flow of the industrial wastewater in MGD?
  2. If the average BOD5 load from the domestic sewage is 0.18 lbs/capita-day, what is the average daily BOD5 loading (in lbs/day) from the industrial wastewater? What is the population equivalent to this BOD5 loading?

Q4. What are the quantitative requirements for BOD5 and SS in wastewater discharges from secondary WWTPs? Hint:BOD5 and TSS in the effluent must be less than or equal to 30 mg/L based on a 30 day average, and ≥85% removal of both must be achieved

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