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Calculation of Water Demand
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Expected Population after30=61400
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Average Rate of Water Supply / Capita =135
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Water required for above purposes for whole town = ( 61400 x 135 )
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=8,289 MLD
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Industrial Demand=0,6 MLD
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Fire Requirement :
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It can be assumed that city is a residential town ( Low Rise Buildings )
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Water for Fire MLD
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 = 100 x 61,410-3 = 0,78 MLD
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Average Daily Draft = ( 8,289 + 0,6 ) = 8,889 MLD
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Maximum Daily Draft = ( 1.5 x 8,889 ) = 13,334 MLD
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Coincident Draft = Maximum Daily Draft + Fire Demand
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 = ( 13,334 + 0,78 ) = 14,114 MLD
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( Considering Draft < Maximum Hourly Draft )
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Design Capacity For Various Components
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Intake Structure Daily Draft =#ERROR!
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Pipe Main = Maximum Daily Draft =#ERROR!
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Filters and Other Units at Treatment Plant :=2 x Average Daily Demand
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= ( 2 x 8,889 ) = 17,778 MLD
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Lift Pump :=2 x Average Daily Demand
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= ( 2 x 8,889 ) = 17,778 MLD
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