27. An EA STP receives 2500 m³ of sewage daily with a BOD concentration of 300 mg/L. The design F/M ratio is 0.075 kg BOD/kg MLSS.day. The MLSS concentration is 5000 mg/L and the SRT is designed for 30 days. (i) (ii) Calculate the volume of reactor. Determine the volumetric loading Check the HRT (iii) (iv) Calculate the amount of sludge wasted per day.
27. An EA STP receives 2500 m³ of sewage daily with a BOD concentration of 300 mg/L. The design F/M ratio is 0.075 kg BOD/kg MLSS.day. The MLSS concentration is 5000 mg/L and the SRT is designed for 30 days. (i) (ii) Calculate the volume of reactor. Determine the volumetric loading Check the HRT (iii) (iv) Calculate the amount of sludge wasted per day.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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