Wednesday, July 3, 2019

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
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

Monday, June 17, 2019


SALARY CALCULATION WITH IR


Lts say your salary at present as follows

Basic Pay:40270
DA@27.248%-10973
HRA@14.5%-5839
Total Gross Pay-57082

So if IR Declared is X% then additional amount given in addition to every month salary is X% of Basic Pay
That is if IR is 27%
Then additional pay for every month=0.27*40270=10873
Revised Total Pay every Month=57082+10873=67955/-


Tuesday, March 19, 2019

Instructions on Construction of Side Drains and CC Roads
                 
                                   Page-I
                                   Page-II