| Row | Col A (Parameter) | Col B (Value) | Col C (Unit) | Col D (Source/Formula) | | :-- | :--- | :--- | :--- | :--- | | | INPUTS | | | | | 2 | Average Flow | 5,000 | m³/d | User Input | | 3 | Influent BOD | 250 | mg/L | User Input | | 4 | Influent TKN | 40 | mg/L | User Input | | 5 | Target Effluent NH3 | 1.0 | mg/L | Regulatory Limit | | 6 | Design Temp (Winter) | 10 | °C | User Input | | 7 | COEFFICIENTS | | | | | 8 | $\mu_max$ (20°C) | 0.75 | 1/d | Metcalf & Eddy Table | | 9 | Temp Correction Factor ($\theta$) | 1.07 | - | Metcalf & Eddy Table | | 10 | CALCULATIONS | | | | | 11 | Corrected $\mu_max$ | 0.48 | 1/d | =B8*(B9^(B6-20)) | | 12 | Min SRT Required | 12.5 | days | =1/(B11...) | | 13 | OUTPUTS | | | | | 14 | Design SRT | 15.0 | days | Selected Value (> Min SRT) | | 15 | Reactor Volume | 2,500 | m³ | Calculated via Mass Balance |
The search for a "wastewater treatment plant design calculation xls better" usually ends with two options: wastewater treatment plant design calculation xls better
Use a strict legend. For example, use Light Yellow for manual user inputs, Light Green for standard constants (like the weight of water being ), and White/Gray for automatic formula outputs. | Row | Col A (Parameter) | Col
(F/M method) V = (Q × BOD_in) / (F/M × MLVSS) (MLVSS ≈ 0.8 × MLSS) wastewater treatment plant design calculation xls better