11190174 - Laserfiche WebLink

Home Browse Search

• Pump Selection for a Pressurized System•Single Family Residence Project Evergreen Plumbing f Advanlex to Shallow OraveNess D.P. . i'.'- 4 lee Parameters Discharge Assembly Size 1.25 inches • _ — — —' OrenCO Transport PipeLengthC 40 teat �_ Transport Pipe Glass 40 • Transport Line Size 1.25 inches T„ — _ • Distributing Valve Model None . Max Elevation Litt 10 feet --.,-• -. -.- Manifold Length 20 feet • Manifold Pipe Claw 40 250 --• .� • Manifold Pipe Size 1.00 i thes E IC L`, _ `J "1 • Number of Laterals per Cell 3 — W , '—' `J Lateral Length 41.5 feat _ _ • Enteral Pipe bless 40 1 , 1 , , „ - I. DEC 1 102`I • Lateral Pipe size 1.00 inches • • Orifice Size 1r8 irlrhes Orifice SOWN! 2 feel -- . Mi'�PSON COUNTY . Residual Head 5 feetIll Flow Meter None Inches 200 ' il.-�il\!C� INSPECTION ' . 'Add-on'Friction Losses 0 feet U Calculations ' ,I -II , ' Minimum Flow Nate per Orifice 0.43 gpm • Number of Orifices per Zone 63 • Thief Flow Rate perZone 27.7 N gpm • Number of Laterals per zone 3 I r F • • • Flow Differential 1s:Lasi Orifice f1.3 1ao • (ATE CERTIFIED Transport Velocity 5.9 fps u E I nvironmental Health Specialist Frictional Head Losses - - - zp " J2O ' 'I� -i 40 i Loss through Discharge 5A flint I PF20in y l '� Loss In Transport 1.9 feel 4 I • • k Loss through Valve 0.0 feel _• Loss in Manifold 2.0 teat • 1_ Robert Goodwin Loss In Laterals 0.7 tenet 100 ~mm9 • Loss through Flowmoler 0.0 fee / 'Add-on'Friction Losses 0.0 feet _— — — — `�(�'� - - 1 _ �. 1 ` Pipe Volumes __ 1 1_101Val of Transport Une 1.6 gelsVol of Manifeld 0.9 gale — — Vol of Laterals per Zona 5,6 eats I Ill I — • Total Volume 8.0 gals 50 _ BYjle�n Curve: . Minimum Pump Re uirements i Design Flow Rale 27.7 gam II 111111 1 1 �"�.. �_�� w� IIIPump Own. Total Dynamic Heed 25.1 feel 1 1 1 � 1!,!!; ■.. I h Pump OFisrOK1ngx - -I01 11 •�� fie• 11___H_ opuasmgpaPl �+ MIII • 0u13n Riot a e0 5 to , 15 20 25 10 30 So Net Discharge(gpm)