The fully mixed activated sludge process is designed by using the kinetic formula. The amount of wastewater is 10000m3/d
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The fully mixed activated sludge process is designed by using the kinetic formula. The amount of wastewater is 10000m3/d
The fully mixed activated sludge process is designed by using the kinetic formula. The amount of wastewater is 10000m3/d,the dissolved BOD5 of influent is 120mg / L, and the dissolved BOD5of effluent is required to be less than 10mg / L. assuming that the sludge age is 10d and the MLVSS in the aeration tank is 2000mg / L, the kinetic constants obtained from the test are y = 0.60mgVSS/mg BOD5, Kd= 0.06d^-1,ks= 60mg / L (BOD5) and Vmax = 5.0d^-1.Try to determine the basic size of the aeration tank and as many operating parameters as possible
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