Flow parameters for each set of data
| Data set | Average | PE for sewer pipeline | Design criterion, K | Actual peak flow factor, PFF | |
|---|---|---|---|---|---|
| Qpeak: (m3/d)/person | Qpcf: (m3/d)/person | ||||
| MH 84-01 | 358·56 | 0·135 | 1235 | 2·20 | 2·15 |
| MH 84-02 | 444·10 | 0·139 | 1235 | 2·65 | 2·59 |
| MH 84-03 | 603·94 | 0·143 | 1235 | 3·50 | 3·42 |
| MH 84-04 | 509·76 | 0·141 | 1235 | 3·00 | 2·93 |
| MH 84-05 | 547·78 | 0·131 | 1235 | 3·47 | 3·39 |
| MH 84-06 | 502·85 | 0·160 | 1235 | 2·60 | 2·54 |
| MH 84-07 | 1011·74 | 0·150 | 1235 | 5·59 | 5·46 |
| MH 84-08 | 525·74 | 0·147 | 1235 | 2·96 | 2·89 |
| MH 84-09 | 520·13 | 0·066 | 1235 | 6·53 | 6·38 |
| MH 84-10 | 719·71 | 0·085 | 1235 | 7·02 | 6·86 |
| Data set | Average | PE for sewer pipeline | Design criterion, | Actual peak flow factor, PFF | |
|---|---|---|---|---|---|
| MH 84-01 | 358·56 | 0·135 | 1235 | 2·20 | 2·15 |
| MH 84-02 | 444·10 | 0·139 | 1235 | 2·65 | 2·59 |
| MH 84-03 | 603·94 | 0·143 | 1235 | 3·50 | 3·42 |
| MH 84-04 | 509·76 | 0·141 | 1235 | 3·00 | 2·93 |
| MH 84-05 | 547·78 | 0·131 | 1235 | 3·47 | 3·39 |
| MH 84-06 | 502·85 | 0·160 | 1235 | 2·60 | 2·54 |
| MH 84-07 | 1011·74 | 0·150 | 1235 | 5·59 | 5·46 |
| MH 84-08 | 525·74 | 0·147 | 1235 | 2·96 | 2·89 |
| MH 84-09 | 520·13 | 0·066 | 1235 | 6·53 | 6·38 |
| MH 84-10 | 719·71 | 0·085 | 1235 | 7·02 | 6·86 |
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