calculo ramal
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Transcript of calculo ramal
Diseno ramalFORMULA DE DARCY-WEISBACH
Nmero de aspersores (n):n4Caudal del aspersor (q)q1.8m3/hrPresion de trabajo (Pa):Pa24mca.Separacin entre aspersores (l):l15mDistancia al primer aspersor (lo):lo7.5mRelacin de distancias lo/l (X) :X0.5Longitud del ramal (L) :L52.5mPendiente (S)S-1%Desnivel topogrfico (Hg):Hg-0.53mAltura tubo porta aspersor (Ha):Ha2mFacto de perdidas en menores (a) :a1.10esto determina el diamettrPerdida de carga admisibble (DH) :DH5.33m
Dimetro nominal tubera (Dn):Dn40-32mmDimetrointerior tubera (Di)Di35-28mmRugosidad absoluta (Ks):Ks0.002mmViscosidad cinemtica a 20C (n):n1.01E-06m2/s
Dimetro boquilla :Db15.2mmDb22.4mmCoeficiente de Velocidad :K0.9Area boquilla 1:A121.237mm2Area boquilla 2:A24.524mm2NodoTramoLong. P.Long. A.Long.A.DiQiQiViReynoldsfhf ihf (acum)hfTopografaH. NodoH BoquillaQi (Real-1)Qi (Real-2)Qi(Total)Var. QVar HN(m)(m)(%)(mm) (m3/h)(l/s)(m/s)ReDarcy(m)(m)(%)(m)(m)(m)(l/hr)(l/hr)(l/hr)(%)(%)000.000.0027.9110-17.57.514.29357.202.0002.079720360.01951.01491.01534.97-0.0826.9724.971523.13324.451847.582.644.0621-21522.542.86285.401.5001.559675340.01991.16052.17574.97-0.2325.9623.961491.99317.821809.820.55-0.1532-31537.571.43283.601.0001.039450230.02160.56202.73794.33-0.3825.5523.551479.11315.081794.19-0.32-1.8743-41552.5100.00281.800.5000.520225110.02540.16452.902100.00-0.5325.5423.541478.66314.981793.64-0.35-1.93Mnimo :23.541478.66314.981793.64-0.35Promedio :24.011493.22318.081811.310.63Mximo :24.971523.13324.451847.582.645.9882.643
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