130 MLD  MADEGAON WTP OF NIRMAL DISTRICT-DESIGN CONSIDERATIONS

Rural Population in 2011	526282
Urban Population in 2011	205593
Growth Facor for Rural Areas	0.80%
Growth Facor for Urban Areas	2%
Prospective Rural Population(2033)	627119
Prospective Urban Population(2033)	317843
WTPs are designed for Prospective Year
Prospective Rural Water Demand	62.72	MLD
Prospective Urban Water Demand	44.26	MLD	Given by PH Department
Industrial Demand(@10%)	10.70	MLD
Total Requirement	117.68	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	120.03	MLD
Although Pumps for for 22 Hours filters  work 24 Hours out of which 30 Minutes are used for back washing Hence	128.22	MLD	Revised Demand
Say	130 MLD

Rural Population in 2011	526282
Urban Population in 2011	205593
Growth Facor for Rural Areas	0.80%
Growth Facor for Urban Areas	2%
Prospective Rural Population(2033)	627119
Prospective Urban Population(2033)	317843
WTPs are designed for Prospective Year
Prospective Rural Water Demand	62.72	MLD
Prospective Urban Water Demand	44.26	MLD	Given by PH Department
Industrial Demand(@10%)	10.70	MLD
Total Requirement	117.68	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	120.03	MLD
Although Pumps for for 22 Hours filters  work 24 Hours out of which 30 Minutes are used for back washing Hence	128.22	MLD	Revised Demand
Say	130 MLD