Title: Økernveien 94 Sprinklerberegning U2.pdf
2 f10Fmain PIPE2 f9Fmain PIPE2 f8Fmain PIPEDate 29.05.2018Schedule Size2448 322448 322448 322448 652448 652448 652448 652448 652448 652448 652448 652448 652448 652448 652448 652448 652448 652448 652448 652448 1002448 1002448 322448 322448 322448 652448 652448 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 0.10162.8536.56 0.560.0015 0.000.00 0h62 h6356.82 56.57120 0.10162.8593.38 1.430.0085 0.020.01 0h61 h6258.17 56.82120 0.10161(eu.TeeScr-Br); 2.10.3 2.4151.55 2.320.0209 0.050.03 0n21 h6158.17120 0.10161(eu.TeeScr-Run); 3.5313.19 1.340.0036 0.010.01 0n19 n21120 0.10161(eu.TeeScr-Run); 3.5467.53 2.010.0076 0.030.02 0n17 n19120 0.1016