Site | Flow (L∙d−1) | Disposal area (m2) | Design (L∙m2∙d−1) | Actual (L∙m2∙d−1) | Multiplier |
A | 1749 | 37.6 | 12.2 | 46.5 | 3.8 |
B | 863 | 7.0 | 32.5 | 123.3 | 3.8 |
C | 458 | 5.6 | 32.5 | 81.5 | 2.5 |
D | 488 | 9.8 | 12.2 | 49.7 | 2.0 |
E | 697 | 29.3 | 12.2 | 23.8 | 2.0 |
F | 772 | 29.3 | 12.2 | 26.3 | 2.2 |