A wastewater having flow rate of $100\frac{m^3}{?}$ day and BOD of $800m\frac{g}{l}$ is treated in a CSTR

with recycle with $90\%$ BOD removal. The treatment plant is operated at the sludge age of $10$

days.

$Y=0\mathrm{.}6gVS\frac{S}{g}$ BOD $VS\frac{S}{S}S=0\mathrm{.}8,Kd=0\mathrm{.}05$ day $-1$

a$)$ the daily sludge production $($Px$)$

b$)$ the sludge wastage flow rate for $xr=11000m\frac{g}{\text{I}}$SSA wastewater having $250m\frac{g}{\text{I}}$COD is treated in a CSTR with recycle having substrate

removal rate, $q=0\mathrm{.}4$kgCO$\frac{D}{k}g$ VSS$.$ day and hydraulic retention time of $8$ hours.

Coefficients;

${}_{\text{m}\text{a}\text{x}}=7\mathrm{.}2da{y}^{-1},Ks=100m\frac{g}{\text{I}}$COD,$Y=0\mathrm{.}6gVS\frac{S}{g}BOD{k}_d=0\mathrm{.}05da{y}^{-1}$

$Q=1m\frac{3}{d}ay,VS\frac{S}{S}S=0\mathrm{.}8$

a$)$ The sludge age

b$)$ Effluent COD

c$)$ Biomass concantration $(x)$

d$)$ Sludge amont to be wasted $($Px$)$

e$)$ Sluge waste flow rate for $xr=10000m\frac{g}{?}$ I