Hoja1w=2875 Kg.m.

11.00 m15.00 m

fd0.580.42Me-4348480859Distr.-2167715698

Mf(-)065161651610

Vi15813158132156321563Vb-592459244344-4344V9889217372590717219Reac.98894764417219

X(M Mx. +)3.447.569.015.99

MMx. (+)1700751564

Pinflex.6.884.123.0211.98

Hoja2

TABLA DE DIMENSIONES, PESOS APROXIMADOS. AREAS Y FUNCIONES HIDRAULICAS DE TUBERIAS DE ABESTO CEMENTO LONGITUD ESTNDAR PARA TODOS LOS DIAMETROS Y TIPOS - 4.00 METROS

DIAMETROTIPO A - 5 PRESION DE PRUEBA 17.5 ATMOSFERASTIPO A - 5 PRESION DE PRUEBA 17.5 ATMOSFERASTIPO A - 5 PRESION DE PRUEBA 17.5 ATMOSFERASTIPO A - 5 PRESION DE PRUEBA 17.5 ATMOSFERAS

NOMINALDIAM. Ext. BrutoDIAM. Ext. TorneadoPeso tubo Kg/MLPeso tubo y juntaDIAM. Ext. BrutoDIAM. Ext. TorneadoPeso tubo Kg/MLPeso tubo y juntaDIAM. Ext. BrutoDIAM. Ext. TorneadoPeso tubo Kg/MLPeso tubo y juntaDIAM. Ext. BrutoDIAM. Ext. TorneadoPeso tubo Kg/MLPeso tubo y juntaAreas m^2"P" Perim. mojado m"r" radio hidr.mr^(2/3)

Pulg.mm10"25428227624.9426.4628928430.6232.5330229646.6649.1831430856.5760.180.050650.797960.063460.159112"30533532934.1336.0334433940.943.2636035462.3865.8337536976.3781.950.073020.958180.076210.179914"35639038444.5847.2140139555.0758.6541841283.2688.6436430102.08109.340.099481.11840.088950.199216"40644443856.4159.6945545068.3572.72475469103.5110.03496490131.22140.350.129391.275480.101440.216818"45749949369.7773.8251250686.5692.2533527126.12134.4557551168.02179.280.163941.435710.114190.235520"50855454884.5689.42567562103.16110592586154.87164.88618612204.98220.370.202581.595930.126930.252224"610664658118.04125.67679674144.78155.35708702216.76232.58740734290.22314.120.292091.916370.152420.28530"762828822178.63191.72845841217.46235.85884878337.76365.22922916451.92485.540.45582.393890.19040.330236"914992986252.07270.2610131008311.9338.2810601054490.97531.0411041098649.286970.655782.871420.228380.374

Hoja3PERDIDA DE CARGA EN TUBERIAS FORMULA DE MANNING

DIAMTEROn=0.009n=0.010n=0.011n=0.012n=0.013n=0.014n=0.015n=0.016n=0.017Pulgs.mccccccccc6"0.15219.284123.787528.822234.295640.230946.674453.5796660.946968.7998"0.2034.12425.08886.15997.32978.59829.975311.451113.025714.703810"0.2541.2471.53821.86382.21772.60163.01823.46483.941164.4504212"0.3050.469970.579730.702430.835820.980461.13751.305791.485331.6772714"0.3560.206020.254130.307920.366390.429810.498640.572420.651120.7352616"0.4060.102220.126090.152270.181790.213250.247390.2840.323050.3647918"0.4570.054380.057080.081280.096720.113450.131620.151090.171870.1940820"0.5080.030930.038160.046230.055010.064530.074870.085940.097760.1103924"0.610.011660.014380.017420.020730.024320.028210.032390.036840.041630"0.7620.003560.004390.005320.006330.007420.008610.009890.011250.0126936"0.9140.001350.001660.002020.00240.0028140.003260.003750.004260.0048142"0.1.0670.000590.000730.000880.001050.001230.001430.001640.001870.0021148"1.2190.000290.000360.000420.000520.000610.00070.000810.000920.0010454"1.3720.000160.000190.000230.000280.000320.000370.000430.000490.00055

VALORES DE "n" GENERALMENTE USADOS PARAPROYECTAR CON DIVERSOS TIPOS DE TUBERIAS PLASTICO P.V.C. ---------------------------0.009ABESTO CEMENTO ------------------------0.01DUELA---------------------------------------0.011BARRO FILTRADO -------------------------0.012FIERRO FUNDIDO REVESTIDO -----------0.012FIERRO FUNDIDO SIN REVESTIR ---------0.013CONCRETO LISO ---------------------------0.013CONCRETO ASPERO -----------------------0.016ACERO REMACHADO ---------------------0.016