Title: Økernveien 94 Sprinklerberegning U2.pdf
Brline PIPE16 fd2FeedMain PIPEDate 29.05.2018Schedule Size2448 322448 322448 322448 322448 322448 322448 322448 65Hydraulic Calculations / Fluid Delivery Time AnalysisPipe DataHWC Rough.Fittings Eq.Len.Length Total Len.Flow VelocityFr.Resist. Loss Frict.Vel.Pres. Loss Elev.Start EndStart Disch. End Disch.mmmm ml/min m/sbar/m barbar barl/min l/min120 0.10162(eu.TeeScr-Br); 4.214.25 18.455.76 0.090.0000 00 0n14 n13120 0.10162(eu.TeeScr-Br); 4.214.25 18.452.94 0.050.0000 00 0n12 n11120 0.10162(eu.TeeScr-Br); 4.214.25 18.452.51 0.040.0000 00 0n10 n9120 0.10162(eu.TeeScr-Br); 4.214.25 18.454.7 0.070.0000 00 0n8 n7120 0.10162(eu.TeeScr-Br); 4.214.25 18.458.77 0.130.0001 0.000 0n6 n5120 0.10162(eu.TeeScr-Br); 4.214.25 18.4514.57 0.220.0003 0.010 0n4 n3120 0.10162(eu.TeeScr-Br); 4.214.25 18.4522.18 0.340.0006 0.010 0n2 n1120 0.10161(eu.TeeScr-Br); 3.8