Estimated sewage flows that could potentially reach the sewer network
| Ward no | Area (sq.km) | Storm flow (m3/s) | Most probable storm flows | Remarks | |
|---|---|---|---|---|---|
| (%) | (m3/s) | ||||
| 4 | 1.61 | 34.08 | 50 | 17.04 | The most probable storm flows from surrounding areas were determined based on questionnaires and field visits |
| 5 | 1.61 | 34.08 | 100 | 34.08 | |
| 6 | 2.41 | 51.01 | 60 | 30.61 | |
| 8 | 2.41 | 51.01 | 40 | 20.40 | |
| Ward no | Area (sq.km) | Storm flow (m3/s) | Most probable storm flows | Remarks | |
|---|---|---|---|---|---|
| (%) | (m3/s) | ||||
| 4 | 1.61 | 34.08 | 50 | 17.04 | The most probable storm flows from surrounding areas were determined based on questionnaires and field visits |
| 5 | 1.61 | 34.08 | 100 | 34.08 | |
| 6 | 2.41 | 51.01 | 60 | 30.61 | |
| 8 | 2.41 | 51.01 | 40 | 20.40 | |
Source(s): Atauzzaman et al. (2019)
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