MCQOPTIONS
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| 1. |
The designed discharge for a sanitary sewage serving population of 50000 with rate of water supply of 135 LPCD is _______ m3 /sec. Given the catchment area is 100 hectares and the average co-efficient of runoff is 0.60. Consider 80% of the water supplied will result in wastewater generation with a peak factor of 2.5. |
| A. | 0.156 |
| B. | 0.6 |
| C. | 0.756 |
| D. | 600 |
| Answer» B. 0.6 | |