50 MLD WTP at Bhainsa Design Considerations
| Rural Population in 2011 | 251755 | ||
| Urban Population in 2011 | 205593 | ||
| Growth Facor for Rural Areas | 0.80% | ||
| Growth Facor for Urban Areas | 2% | ||
| Prospective Rural Population(2033) | 299992 | ||
| Prospective Urban Population(2033) | 317843 | ||
| WTPs are designed for Prospective Year | |||
| Prospective Rural Water Demand | 30.00 | MLD | |
| Prospective Urban Water Demand | 12.00 | MLD | Given by PH Department |
| Industrial Demand(@10%) | 4.20 | MLD | |
| Total Requirement | 46.20 | MLD | |
| Usually in CLF about 3% losses and in Back washing of filters about 2% losses occur.So to compensate these losses we take excess 2% | |||
| Revised requirement after considering Losses | 47.12 | MLD | |
| Although Pumps for for 22 Hours filters work 24 Hours out of which 30 Minutes are used for back washing Hence | 50.34 | MLD | Revised Demand |
| Say | 50 MLD | ||
