Title: Økernveien 94 Sprinklerberegning U2.pdf
n24 2.25Node NODEn25 2.25Node NODEn26 2.25Node NODEn27 2.25Node NODEn28 2.25Node NODEn29 2.25Node NODEn30 2.25Node NODEn31 2.25Node NODEn32 2.25Node NODEn33 2.25Node NODEn34 2.25Node NODEsrc1 1Supply SUPPLYDate 29.05.2018Hydraulic Calculations / Fluid Delivery Time AnalysisNode DataK-Fact. Open/ClosedDischarge OverdischargeCoverage DensityTot. Pres. Elev. Pres.Req. Pres. Req. Dischargelpm/bar½l/min l/minm² l/min/m²bar barbar l/min80 Open56.57 010 5.70.5 -0.120.5 56.5780 Open56.65 0.0810 5.70.5 -0.120.5 56.5780 Open57.6 1.0210 5.80.52 -0.120.5 56.570.58 -0.120.6 -0.1280 Open59.03 2.4610 5.90.54 -0.120.5 56.5780 Open57.44 0.8710 5.80.52 -0.120.5 56.5780 Open57.09 0.5110 5.70.51 -0.120.5 56.5780 Open57.12 0.5410 5.70.51 -0.120.5 56.5780 Open57.89 1.3210 5.80.52 -0.120.5 56.57