Title: Økernveien 94 Sprinklerberegning U2.pdf
n1 2.25Node NODEn2 2.25Node NODEn3 2.25Node NODEn4 2.25Node NODEn5 2.25Node NODEn6 2.25Node NODEn7 2.25Node NODEn8 2.25Node NODEn9 2.25Node NODEn10 2.25Node NODEn11 2.25Node NODEn12 2.25Node NODEn13 2.25Node NODEn14 2.25Node NODEn15 2.25Node NODEn16 2.25Node NODEn17 2.25Node NODEn18 2.25Node NODEh55 2.25Overhead Sprinkler HEADh56 2.25Overhead Sprinkler HEADh57 2.25Overhead Sprinkler HEADh58 2.25Overhead Sprinkler HEADh59 2.25Overhead Sprinkler HEADn19 2.25Node NODEn20 2.25Node NODEh61 2.25Overhead Sprinkler HEADh62 2.25Overhead Sprinkler HEADDate 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/min0.8 -0.120.81 -0.120.78 -0.120.78 -0.120.76 -0.120.76 -0.120.74 -0.120.74 -0.120.71 -0.12