Table 5 Machine learning optimized sedimentation tank dimensions
RF model turbidity | Dosage (g/L) | pH | Settling time (Minutes) | Residual concentration (mg/L) | Residual (NTU |
|---|---|---|---|---|---|
Optimum conditions | 0.1 | 10 | 30 | 24 | 10 |
Theoretical sedimentation tank geometry | Value | ||||
Number of unit | 1.00 | ||||
Tank height (H) | 1.20 m | ||||
Sludge height (H0) | 1.30 m | ||||
Height of settling zone (HS) | 0.16 m | ||||
Tank width (W) | 1.50 m | ||||
Length of tank (L) | 5.40 m | ||||
Tank surface area (A) | 8.10 m2 | ||||
Volumetric flow rate (Q) | 1000 m3/s | ||||
Detention time (t) | 3600 s |