#Question id: 14257
#Part-B Specialized Branches in Biotechnology
#Question id: 14258
#Part-B Specialized Branches in Biotechnology
#Question id: 14259
#Part-B Specialized Branches in Biotechnology
#Question id: 14260
#Part-B Specialized Branches in Biotechnology
#Question id: 14268
#Part-B Specialized Branches in Biotechnology
An activated-sludge waste treatment system is required to reduce the amount of BOD5 from 1000 mg/l to 20 mg/l at the exit. The sedimentation unit concentrates biomass by a factor of 3. Kinetic parameters are µm = 0.2 h-1 , Ks = 80 mg/l, kd = 0.01 h-1 , and Y M X/S = 0.5 g MLVSS/g BOD5. The flow of waste water is 10000 l/h and the size of the treatment basin is 50,000 l. What is the value of the solids residence time?
#Question id: 14270
#Part-B Specialized Branches in Biotechnology
Consider a well-mixed waste treatment system for a small-scale system. The system is operated with a reactor of 1000 l and flow rate of 100 l/h. The separator concentrates biomass by a factor of 2. The recycle ratio is 0.7. The kinetic parameters are µm = 0.5 h-1 , Ks = 0.2 g/l, Y M X/S = 0.5 g/g, and kd = 0.05 h-1 . What is the exit substrate concentration?