Generate a spreadsheet file that designs a completely mixed activated sludge process. The design

should meet DHEC requirements for an influent flow of $1\frac{m^3}{s}$ and must include the following:

Input section for kinetic parameters, influent $S_o,$ influent ${}_6,$ number of bioreactors and

secondary clarifiers, and other assumptions you want to make.

Calculations for effluent $S,$ Total sludge production in $kgS\frac{S}{d}ay$

Dimensions of the bioreactor.

Dimensions of the secondary settling tank.

Required cell wastage rates and sludge recirculation rates.

Specifications for the aerators.

Make sure that you reference all tables$/$figures that used in your design.