Hoja1DISEO DE REDES DE DISTRIBUCIN DE AGUA FRIA PARA CONSUMO1) PROPUESTA DE REDES DE TUBERAS EN PLANTA2) ISOMETRA DE LA RED3) CLCULOSTRAMOU.G.Q (lps)D (")D(desimal)V (m/seg)L (m)Leq (m)SrealHfPiPfObservacionesSrealAB220.583/40.753.303.960.281.1097.56.391BC120.383/40.759.8011.760.131.5296.3914.862CD100.343/40.757.500.600.720.100.0724.8624.790DE40.161/20.501.001.20.180.2164.7904.574BF100.343/40.751.802.160.0980.2126.3916.180FG60.253/40.752.402.880.0550.1586.1806.021GH30.121/20.500.901.080.1070.1166.0215.906GI30.121/20.500.800.960.1070.1036.0215.918FJ40.161/20.503.203.840.1820.6996.1805.481JK10.081/20.500.901.080.0500.0545.4815.427CC'20.11/20.500.901.080.0760.0824.8624.780DD'60.253/40.750.400.480.0550.0264.7904.7644.364EE'40.161/20.502.102.520.180.4544.5744.121MAS CRITICO2.021HH'30.121/20.500.901.080.1070.1165.9065.7904.890II'30.121/20.500.901.080.1070.1165.9185.8034.903JJ'30.121/20.500.901.080.1070.1165.4815.3654.465KK'10.081/20.500.901.080.0500.0545.4275.3734.473Tanteo de los dimetros:Presin inicial :23.0015.008.00TRAMO DE:D = 1/2" =0.0127mV =0.00064=1.2630532009Q = 0.00016 m3/seg0.0005067087TRAMO CD:D = 1/2" =0.0254mV =0.00136=2.683988052Q = 0.00034 m3/seg0.0005067087TRAMO CD:D = 3/4" =0.01905mV =0.00136=1.1991701742Q = 0.00034 m3/seg0.0011341176TRAMO BC:D = 3/4" =0.01905mV =0.00152=1.3402490183Q = 0.00038 m3/seg0.0011341176TRAMO AB:D = 3/4" =0.01905mV =0.00232=2.0456432384Q = 0.00058 m3/seg0.0011341176

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