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v ,1 <br /> PUMP CALCULATIONS AND PUMP CURVE <br /> OFFICE TRAILERS - WEST LEACHFIELD <br /> Input �� inches Calculation- -_...__ __.____ .__ ..____ - _ Size Pump For <br /> n ut Parameters--- ----------- -- _ <br /> Orifice Size 5132 Minimum Flow Rate per 0.68 gpm Design Flow Rate 31.5 gpm <br /> Residual Head at Last Orifice 5.00 . feet Number of Orifices per Zone { 46 Total Dynamic Hear f-32.6 feet <br /> Orifice Spacing 4.0 _ feet Total Flow Rate per Zone F 31.5 gpm - ------ <br /> Number of Laterals per Cel I 2 Number of Laterals per Zone F--2 ------ -The flow rate that will be delivered to <br /> Lateral Length 88.0 feet % Flow Differential 1 st and Last r 4.7 % the most distant orifice in a lateral <br /> Lateral Pipe Class/Schedule 40 given the Residual Head and Orifice <br /> Size specified. <br /> Lateral Line Size 1.50 inches Static Heads <br /> Distributing Valve Mode None Lift to Manifold 5.0 feet <br /> Manifold Length 3.3 feet Residual Head at Last Orifice F 5.00 feet <br /> Manifold Pipe Class/Schedule 40 ----------- - - -- - <br /> Manifold Line Size 1.50 inches Frictional Head Losses - - -- - - <br /> Lift to Manifold 5.0 feet Head Loss in Laterals 0.5 feet <br /> Calculate <br /> Transport Length 110.0 feet Head Loss through Distributing F 00 feet <br /> Transport Pipe Class/Schedule 40 Head Loss in Manifolc 0.1 feet <br /> Transport Line Size 1.50 inchesHead Loss in Transport Pipe 6.4 feet Generate Chart <br /> Discharge Assembly Size 1.50 - inches Head Loss through Discharge 3.0 feet J <br /> li <br /> Flow Meter 1.5 inches Head Loss through Flow 2.7 feet <br /> 'Add-on'Friclion Losses10.0 feet 'Add-on'Friction Losses F_10 0 feet <br />