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Pump Selection for a Non-Pressurized System-Single Family Residence Project <br /> Parameters <br /> Discharge Assembly Size 1.25 inches 300 I I I 1 i i, <br /> Transport Length 25 feet III11111ilhlul11111I111fl1 111111 : F l_, <br /> Transport Pipe Clews Rio i I <br /> Transport Line Size 1.25 inches f ' ' I ' <br /> Distributing Valle Modal None ! ! i _ _�!;.i. <br /> Max Elevation Lift 5 feet ! i : <br /> Design Row Rate 10 gpm 250 <br /> Add-on'Friction Losses 0 Flow Meter No�° feet IIIB IIII111IhI a11I I 1limilliill111111 I <br /> Calculations ( 1 i <br /> • <br /> i <br /> • IN <br /> Transport Velocity 2.2 fps o 200 II 1_, <br /> ii ! ! <br /> Frictional Head Losses 11111111 1111iIIII111111111 i0 _ . <br /> Lossthrough Discharge 0.7 feet i I i i <br /> 1111111111111111111 1 111111Q1_ I..�.� <br /> Loss in through <br /> 0.0 feet 11111111111111111111111 111111�1 I.i..j_ <br /> Lass tltrough Valve 0.0 feet 'a I � <br /> Lose through Flowmeter 0.0 feet 1150 <br /> ! II IMMOINIIIIIIIII11 t 0.0 feet _ <br /> Pipe Volumes a 111111111111�I1111III111I11h1 '- -i.�I,,r <br /> Vol ofllancport Line1.9 ' gals o IIiI-IIIII1111IIIIIIUUI I1i1II i 'i 1 i <br /> Minimum Pump Requirements 12 100 1 I i <br /> Design Flow Rate 10.0 gpm I <br /> Totai Dynamic Head 6.1 feet 11111111111111111111111 <br /> I..E.4.. <br /> II1UI11iii111111I111111E11 1111~r__, ! <br /> 501111111lliiiiiiiiiiillOIOHHhIN1IIIINIiiF1r , fi... <br /> _ __ ! <br /> ! �. <br /> ��piniinguniumg . _..... _....•_ ,. ...i.MM.MM re .., II..ri ! <br /> , � <br /> •► i i i <br /> 0 i <br /> 0 5 10 15 20 25 30 35 40 <br /> Net Discharge(gpm) <br /> PumpData Legend <br /> PF3005 High Head Effluent Pump System Curve: <br /> 30 GPM,112HP <br /> 1151230V 10 60Hz,200V 30 60Hz Pump Curve: <br /> Pump Optimal Range:— <br /> Operating Point Ci <br /> Design Point:0 <br /> STATE CERTIFIED II <br /> Environmental Health Specialist A <br /> • <br /> ;1;- EH-S-10 .i '0 <br /> .','','," *e: /; . 1 <br /> r <br /> QrçqRobert Goodwin <br /> Co,:3- v <br />