S/N | Unit operation/Design criteria | Manual design values | C-Programming output values | |
1 | Expected population | 38430 | 38430.95 | |
2 | The water demand | 3.85 MLD | 3.843095 MLD | |
3 | Aeration tank | Diameter of 5 m and total height of cascade 2.5 m | - | |
4 | Plain Sedimentation tank | 64.8 × 4.64 × 4.5 m3 | 64.800003 × 4.633360 × 4.5 m3 | |
5 | Sedimentation aided with coagulants | |||
i) Chemical feeding (size of solution tank) | 0.5 × 0.5 × 0.5 m3 | 0.468621 × 0.468621 × 0.5 m3 | ||
ii) Approach channel | 0.175 × 0.225 m2 | 0.166734 × 0.216734 m2 | ||
iii) Mixing tank | 1 × 1 × 1 m3 | 0.816826 × 0.816826 × 1 m3 | ||
iv) Flocculating tank | 10 × 1.4 × 1.6 m3 | 10 × 1.45100 7× 1.6 m3 | ||
v) Settling tank (rectangular) | 6 × 3.3 × 3 m3 | 6 × 3.336020 × 3 m3 | ||
6 | Rapid gravity filter | 6.5 × 6.5 m2 | 6.394058 × 6.394058 m2 | |
7 | Chlorination plant | Liquid chlorinator having capacity of 0.1 to 5 kg/m | - | |
8 | Underground clear water reservoir | 27.75 × 27.75 × 5 m3 | 27.7239 × 27.7239 × 5 m3 | |
9 | Horse power of centrifugal pump | 41 HP | 41.0889 HP | |