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The half-saturation constant (kinetic constant) of the Monod model which governs the reactions in the activated sludge system is 90 mg COD L-1. The concentration of Chemical Oxygen Demand (COD) in the effluent from this system is 25 mg L-1. The growth rate of the organisms in this case is 0.9 days-1. The activated sludge tank has a volume of 50 m3 and the flow rate through it is 500 m3 day-1. The organism concentration is measured as MLVSS (mixed liquor volatile suspended solids) and they are being produced at a rate of 150 mg MLVSS L hour at steady state. For this problem assume that the death rate in the process is zero (kd = 0.0) -1 -1
(a) What is the maximum specific growth rate of the organisms (day-1)(b) What is the concentration of MLVSS in the activated sludge (mg L-1)(c) What is the sludge wastage rate (kg day-1)?(d) If the yield coefficient (mass suspended solids produced/mass substrate removed) of the system is0.8, what is the concentration of COD (mg L-1) in the influent?
what is the engineering ethics course where to write about any engineering ethical case and discuss the ethical issue?
what is the engineering ethics case related to civil engineering with reference and discuss all the engineering ethics issues which covered the "Engineering etics concepte and cases?
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