Design the diameter of combined sewer having the following data:
1. Area = 500 hectares
2. Population = 1,00,000
3. Water supply = 150 lits/capita/day
4. Intensity of rainfall = 15 mm/hr
5. Impermeability factor = 0.50
6. Maximum permissible velocity = 2.0 m/sec. Assume reasonable data if necessary.
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