Coliphage counts were carried out without using any sort of contrast or magnification; 45 and 50 counts were performed, respectively, on the undiluted and 10-fold diluted river samples; 43 samples of sewage diluted at 100-, 1,000-, 10,000-fold were titrated, but in the case of the most diluted sewage samples, only 21 samples could be taken into account in this study due to the limited coliphage presence. The results are summarised in Table 1.
Overall coliphage titration results
Sample . | Time (h) . | n . | Mean . | SD . | Min. . | Max. . | Sample . | Time (h) . | n . | Mean . | SD . | Min. . | Max. . |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Sewage (1:100) | 2 | 43 | 181.23 | 38.68 | 96 | 268 | River | 2 | 45 | 53.47 | 24.69 | 10 | 124 |
3 | 43 | 244.07 | 47.11 | 24 | 336 | 3 | 45 | 83.58 | 32.89 | 27 | 158 | ||
4 | 43 | 266.91 | 48.80 | 149 | 352 | 4 | 45 | 97.80 | 35.38 | 37 | 176 | ||
5 | 43 | 280.65 | 50.33 | 158 | 362 | 5 | 45 | 105.84 | 37.01 | 42 | 192 | ||
6 | 43 | 292.67 | 52.94 | 162 | 384 | 6 | 45 | 112.18 | 37.66 | 44 | 195 | ||
18 | 43 | 311.86 | 50.67 | 180 | 396 | 18 | 45 | 127.44 | 39.19 | 52 | 214 | ||
Sewage (1:1,000) | 2 | 43 | 17.49 | 5.32 | 6 | 32 | River (1:10) | 2 | 50 | 4.14 | 2.89 | 0 | 11 |
3 | 43 | 26.19 | 7.56 | 8 | 42 | 3 | 50 | 6.94 | 4.10 | 0 | 21 | ||
4 | 43 | 30.12 | 9.09 | 11 | 48 | 4 | 50 | 8.36 | 4.53 | 0 | 23 | ||
5 | 43 | 32.04 | 9.42 | 12 | 49 | 5 | 50 | 9.14 | 4.76 | 0 | 25 | ||
6 | 43 | 34.35 | 10.14 | 13 | 50 | 6 | 50 | 9.76 | 4.77 | 2 | 26 | ||
18 | 43 | 40.16 | 11.29 | 18 | 59 | 18 | 50 | 12.40 | 5.42 | 4 | 29 | ||
Sewage (1:10,000) | 2 | 21 | 2.00 | 1.84 | 0 | 8 | |||||||
3 | 21 | 2.86 | 1.90 | 0 | 8 | ||||||||
4 | 21 | 3.62 | 2.56 | 0 | 11 | ||||||||
5 | 21 | 3.86 | 2.37 | 1 | 11 | ||||||||
6 | 21 | 4.04 | 2.50 | 1 | 11 | ||||||||
18 | 21 | 5.10 | 2.90 | 1 | 13 |
Sample . | Time (h) . | n . | Mean . | SD . | Min. . | Max. . | Sample . | Time (h) . | n . | Mean . | SD . | Min. . | Max. . |
---|---|---|---|---|---|---|---|---|---|---|---|---|---|
Sewage (1:100) | 2 | 43 | 181.23 | 38.68 | 96 | 268 | River | 2 | 45 | 53.47 | 24.69 | 10 | 124 |
3 | 43 | 244.07 | 47.11 | 24 | 336 | 3 | 45 | 83.58 | 32.89 | 27 | 158 | ||
4 | 43 | 266.91 | 48.80 | 149 | 352 | 4 | 45 | 97.80 | 35.38 | 37 | 176 | ||
5 | 43 | 280.65 | 50.33 | 158 | 362 | 5 | 45 | 105.84 | 37.01 | 42 | 192 | ||
6 | 43 | 292.67 | 52.94 | 162 | 384 | 6 | 45 | 112.18 | 37.66 | 44 | 195 | ||
18 | 43 | 311.86 | 50.67 | 180 | 396 | 18 | 45 | 127.44 | 39.19 | 52 | 214 | ||
Sewage (1:1,000) | 2 | 43 | 17.49 | 5.32 | 6 | 32 | River (1:10) | 2 | 50 | 4.14 | 2.89 | 0 | 11 |
3 | 43 | 26.19 | 7.56 | 8 | 42 | 3 | 50 | 6.94 | 4.10 | 0 | 21 | ||
4 | 43 | 30.12 | 9.09 | 11 | 48 | 4 | 50 | 8.36 | 4.53 | 0 | 23 | ||
5 | 43 | 32.04 | 9.42 | 12 | 49 | 5 | 50 | 9.14 | 4.76 | 0 | 25 | ||
6 | 43 | 34.35 | 10.14 | 13 | 50 | 6 | 50 | 9.76 | 4.77 | 2 | 26 | ||
18 | 43 | 40.16 | 11.29 | 18 | 59 | 18 | 50 | 12.40 | 5.42 | 4 | 29 | ||
Sewage (1:10,000) | 2 | 21 | 2.00 | 1.84 | 0 | 8 | |||||||
3 | 21 | 2.86 | 1.90 | 0 | 8 | ||||||||
4 | 21 | 3.62 | 2.56 | 0 | 11 | ||||||||
5 | 21 | 3.86 | 2.37 | 1 | 11 | ||||||||
6 | 21 | 4.04 | 2.50 | 1 | 11 | ||||||||
18 | 21 | 5.10 | 2.90 | 1 | 13 |