#Question id: 27604
#Section 5: Bioprocess Engineering and Process Biotechnology
#Question id: 14268
#Section 5: Bioprocess Engineering and Process 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: 27313
#Section 3: Genetics, Cellular and Molecular Biology
Which type of interactions promote and stabilize the tetraloop structure.
#Question id: 27184
#Section 5: Bioprocess Engineering and Process Biotechnology
#Question id: 14212
#Section 5: Bioprocess Engineering and Process Biotechnology
Which fig represents Kinetic patterns of non growth associated product formation