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Pump Selection for a Non-Pressurized System -Single Family Residence Project <br /> NEWLINE/PAUL <br /> Parameters <br /> Discharge Assembly Size 1.25 ines 340 <br /> ur I T 1 I I , <br /> Transport Length 30 feel r �— ""'��"' <br /> Transport Plpe Class 40 - ._ �__..___ __ �._ <br /> Transport Line Size 1.25 inches <br /> Distributing VaLe Modd None ` i If <br /> Max Elevation Lift 5 feel �� _. I <br /> Design Flaw Rate 20 gpm 250 ' <br /> Flow Meter None inches r i ! <br /> 'Add-on'Fri ,on Losses D feet _i. ,___! <br /> -.- <br /> Calculations ,L T y I '�i <br /> Transport Velocity 3 fps L <br /> re 200 i r ! <br /> Frictional Head Losses • ii. I I <br /> Loss through Disdrarge 2e feel = i [ , , , . <br /> el I <br /> Loss in Transport 1e feet <br /> Lossthrough Valve 0.0 feel o - T- I <br /> Loss through Flowmetec 0.0 feet S 150 r i I ( I I I <br /> Add-on'Faction Loses 0 0 feet ' • I + I ( I <br /> re <br /> Pipe Volumes a I <br /> I <br /> G iff>xei r -_____� I_. <br /> Vol of Transport Line 2.3 gels <br /> 0 =i- <br /> Minimum Pump Requirements 100 it !jr.,„: <br /> I I <br /> Design Floor Rate 20.0 gpm . ! - I -—Total Dynamic Head 8.4 feet <br /> I I It <br /> I I i ( I 1 1 I I <br /> f I <br /> I I <br /> I , II 1 . , 1 <br /> - <br /> STEnvironATEmenta CERltThsl r r-re.�` ; ► I , <br /> Health Specialist <br /> ( ' II <br /> "R., • EH-S-102 6540 00 5 10 15 20 25 30 35 40 <br /> _ Net Discharge(gpm) <br /> Vr Fr <br /> Robert Goodwin <br /> (?3PumpData Lend2 q PF3005.High Head Effluent Pump System Curve. <br /> 30 GPM.1t2HP <br /> 11523 V106Wz200J 3060Hz Pump Curse:-- <br /> Pump Optimal Range:. <br /> Operating Point° <br /> Design Point() <br /> CB <br /> ►nc iev�ar.d <br /> awe"p.IF.,+ <br /> rLun..as..,...� <br />