Diseño de Ramal Proyecto Huamanguilla.xls
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Transcript of Diseño de Ramal Proyecto Huamanguilla.xls
Hazen WilliamsFORMULA DE HAZEN WILLIAMSNmero 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) :a1.10Perdida de carga admisibble (DH) :DH4.28mDimetro nominal tubera (Dn):Dn40-32mmDimetrointerior tubera (Di)Di35-28mmCoeficiente Hazen Williams (C):C150Viscosidad cinemtica a 20C (n):n1.01E-06m2/sDimetro boquilla :Db15.2mmDb22.4mmCoeficiente de Velocidad :K0.9Area boquilla :A121.24mm2A24.52mm2NodoTramoLong. P.Long. A.Long.A.DiQiQiVihf ihf (acum)hfTopografaH. NodoH BoquillaQi (Real-1)Qi (Real-2)Qi (Total)Var. QVar HN(m)(m)(%)(mm)(m3/h)(l/s)(m/s)(m)(m)(%)(m)(m)(m)(l/hr)(l/hr)(l/hr)(%)(%)0000.000.0000.00027.9310-17.57.514.29357.202.0002.0791.01631.01634.71-0.07526.9924.9921523.69324.571848.262.684.1421-21522.542.86285.401.5001.5591.19302.20975.45-0.22525.9523.9491491.56317.731809.280.52-0.2132-31537.571.43283.601.0001.0390.56302.77294.67-0.37525.5423.5361478.64314.981793.61-0.35-1.9343-41552.5100.00281.800.5000.5200.15602.928100.00-0.52525.5323.5301478.45314.941793.39-0.37-1.96Mnimo :23.531478.45Promedio :24.001493.08Mximo :24.991523.696.0922.513
Hazen Williams
H Boquillahf (acum)TopografaLongitud ramal (m)H boquilla, Hf y TopografiaLongitud ramal Vs H boquilla, Perdida de carga y Topografia
Darcy-WeisbachFORMULA DE DARCY-WEISBACHNmero 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):Ha1.2mFacto de perdidas en menores (a) :a1.10Perdida de carga admisibble (DH) :DH5.33mDimetro nominal tubera (Dn):Dn40-32mmDimetrointerior tubera (Di)Di35-28mmRugosidad absoluta (Ks):Ks0.002mmViscosidad cinemtica a 20C (n):n1.01E-06m2/sDimetro boquilla :Db15.2mmDb22.4mmCoeficiente de Velocidad :Ka0.9KbArea boquilla 1:A121.237mm2Area boquilla 2:A24.524mm2Atotal25.761NodoTramoLong. 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)(%)(%)000.000.0028.2710-17.57.514.29357.202.0002.079720360.01951.01491.01522.83-0.0827.3326.131558.01331.881889.904.998.8821-21522.542.86355.401.5001.559540270.02081.21282.22850.12-0.2326.2725.071526.00325.061851.062.844.4532-31537.571.43283.601.0001.624450230.02161.71503.94388.70-0.3824.7023.501477.60314.751792.35-0.42-2.0743-41552.5100.00281.800.5000.812225110.02540.50214.445100.00-0.5324.3523.151466.49312.391778.88-1.17-3.54Mnimo :23.151466.49312.391778.88-1.17Promedio :24.461507.02321.021828.051.56Mximo :26.131558.01331.881889.904.9912.4164.9944.8002.98
pc777:presiones
Darcy-Weisbach
H Boquillahf (acum)TopografaLongitud Ramal (m)Hb(m), h (m) y Topografia (m)Curvas de Longitud Ramal Vs H boquilla, perdida de carga y desnivel por topografa
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