Plan1

ColunaTrecholocalz.pesoQ (L/s)DimetroV (m/s)Comprimento (m)Perda de cargaPresso Disp.(KPa)simplesacumuladommRef.RealFicticioTotalUnitariatotalmca10.mcaExercicio 1AF1Terreo96100.73.0104816896021.3631.34.30.0370.371.5913.281.20.91.20.70.721 Pav.96201.44.25746403396021.9332.35.30.0680.683.6041.681.20.91.20.70.732 Pav.96302.15.2143072407752.1/21.492.84.97.70.0340.342.6181.081.20.91.20.70.7

Q=0,3*(P^0,5)

Di= 0,54* Q^0,43

J=(8^,24*(10^-4))*(Q^1,75)/(D^1,25)

V=4Q/(pi*(Di^2))

Plan2

Plan3