A wastewater is to be treated aerobically in a complete mix reactor with no recycle. Determine

${}_c^M$ using the following kinetic constants:

$K_s=50m\frac{g}{L},$

$k=5d^{-1},$

$k_d=0\mathrm{.}06d^{-1},$ and

$Y=0\mathrm{.}6$

The initial wastewater substrate concentration is $200m\frac{g}{L}$

Using a design value of ${}_c=2$ day, and the kinetic constants given in Problem #$2,$ determine the

effluent substrate concentration, the specific utilization rate $(-\frac{r_{su}}{x}),$ and food to microorganism

ratio $(S\frac{o}{x}),$ and the MLSS concentration in the reactor.