Title: 2022-04-20 HYDRAULISK BEREGNING.pdf
Project number:Location:Client name:Author:Design area:Hazard class:Hydraulic model:Calculation is based on:Note:Fluid characteristics:Density:Dynamic viscosity:Calculation input values:Area of design area:Feed point:Weakest sprinkler:Pressure at the weakest sprinkler:Max number of iterations:Max inaccuracy of the pressure:Max inaccuracy of the flow:C-factors of the pipes and K-factors of the sprinklers:KR016T: Langsømsveiset EN 10217-1006 SSU STDCalculation results:Pressure level at the feed point:Flow at the feed point:Flow at the weakest sprinkler:Number of iterations:Sprinkler reportValueMagiCAD for Revit 2022 UR-220.04.2022 11:58Lofotsenteret21076Storgata 8, 8370 LeknesCoop Nord SAGaute Larsen-Holstad02-01 BOHEM LIBRISOH3, Våtanlegg, Utløsningsareal min 216m²Hazen-WilliamsEN 12845Equiv. length of short connection branches is ignored10001560.20217.31675631001.00.112080.052951866.660.037