In: Civil Engineering
The total flow at a wastewater treatment plant is 682 m3/day. The purpose of the plant is to remove compound Z from the wastewater by treating it in reactors, using a newly developed microbial process. Assume the microbial treatment can be modeled as a first order reaction with a rate coefficient of 0.36/h. Suppose the flow is split evenly and treated in two parallel reactors– one complete mix and one plug flow -- each with a volume of 88 x 103 L. The effluent from the two reactors are then combined and discharged from the plant. If the influent concentration of Z is 139 mg/L, what is the steady state effluent concentration from the treatment plant?