La LimaC LC U L O H I D R A U L I C OPROYECTO:CONSTRUCCIN DEL SISTEMA DE AGUA POTABLE Y LETRINIZACIN EN EL CENTRO POBLADO DE JUCAT, DISTRITO DE JOS MANUEL QUIROZ, PROVINCIA DE SAN MARCOS, DEPARTAMENTO DE CAJAMARCAMTODO FAIR WIPPLE HASIAOPrdidaPuntoCotaCotaPresinde cargaPuntoCota-CargaPresinTubera PVCLongitudCaudalPrdidaCostoSub tot.Costo/haDiametroAreavelocidadInicioTerrenoHidrosttica(m)localLlegadaAlturaHidrul.(m)8"6"4"3"2.0"1.5"1"3/4"1/2"Totallts/sCargaTotalSectorPulgadasmtsTuberiam/sFAMILIASLINEA DE CONDUCCIONPOR CRPACUMULADARED DE DISTRIBUCIONCAP13074.003074.450.450.20R-13044.003074.0930.09156156.220.45000.1502.500.06350.00316692920.1422500.000693MTODO FAIR WIPPLE HASIAOTOTAL LINEA DE CONDUCCION1560000156RED DE DISTRIBUCIONR-13044.003045.501.500.0013037.003045.508.5031310.04160.000000.750.019050.00028502360.14660Qmh =0.000693l/s/fam13037.003037.000.000.00VC-13035.003036.981.9812120.04160.0100.750.019050.00028502360.14660VC-13035.003036.981.980.0023029.003036.987.9885850.00350.0000.750.019050.00028502360.012523029.003036.987.980.00V13030.003036.966.96550.03810.0200.500.01270.00012667720.3015523029.003036.987.980.0033025.003036.9811.9826260.00350.0000.750.019050.00028502360.012533025.003036.9811.980.00V23026.003036.9810.98880.00350.0000.500.01270.00012667720.027533025.003036.9811.980.0043019.003036.9617.9625250.03120.0200.750.019050.00028502360.1094543019.003036.9617.960.00V33019.003036.9617.96660.00350.0000.500.01270.00012667720.027543019.003036.9617.960.0053017.003036.9619.9611110.00350.0000.750.019050.00028502360.012553017.003036.9619.960.0063013.003036.9223.9219190.02770.0400.500.01270.00012667720.2194063013.003036.9223.920.00V43013.003036.9223.92660.00350.0000.500.01270.00012667720.027563013.003036.9223.920.0073008.003036.8528.8538380.02430.0600.500.01270.00012667720.1913573008.003036.8528.850.00V53007.003036.8529.8515150.00350.0000.500.01270.00012667720.027573008.003036.8528.850.00VP-13006.003036.8430.84880.02080.0100.500.01270.00012667720.1643053017.003036.9619.960.0083021.003036.8815.8863630.02080.0800.500.01270.00012667720.1643083021.003036.8815.880.00V63019.003036.8717.87990.02080.0100.500.01270.00012667720.1643083021.003036.8815.880.0093028.003036.888.8864640.00350.0000.500.01270.00012667720.027593028.003036.888.880.00V73030.003036.886.88880.00350.0000.500.01270.00012667720.027593028.003036.888.880.00VP-23029.003036.887.8811110.00350.0000.500.01270.00012667720.027513037.003045.508.500.00VC-23035.003045.5010.5012120.00350.0000.750.019050.00028502360.0125VC-23035.003045.5010.500.00103034.003045.4911.4980800.01040.0100.750.019050.00028502360.03615103034.003045.4911.490.00V83036.003045.499.49880.01040.0000.500.01270.00012667720.08215103034.003045.4911.490.00113034.003045.4911.49440.00350.0000.750.019050.00028502360.0125113034.003045.4911.490.00123022.003045.4723.471101100.00690.0200.500.01270.00012667720.05510123022.003045.4723.470.00V93024.003045.4721.47880.00000.0000.500.01270.00012667720.000123022.003045.4723.470.00VP-33020.003045.4725.4710100.00000.0000.500.01270.00012667720.000113034.003045.4911.490.00133013.003045.4932.491051050.00000.0000.500.01270.00012667720.000133013.003045.4932.490.00V103013.003045.4932.4919190.00350.0000.500.01270.00012667720.0275133013.003045.4932.490.00143010.003045.4935.4919190.00350.0000.500.01270.00012667720.0275143010.003045.4935.490.00V113010.003045.4935.49770.00000.0000.500.01270.00012667720.000143010.003045.4935.490.00152990.003045.4955.492662660.00000.0000.500.01270.00012667720.000152990.003045.4955.490.00V122991.003045.4954.49660.00000.0000.500.01270.00012667720.000152990.003045.4955.490.00VP-42990.003045.4955.49440.00350.0000.500.01270.00012667720.0275TOTAL RED DE DISTRIBUCIN00000310256823111000TOTAL DE TUBERA000015631025682312670

&C&14B. CALCULO HIDRULICO DE TUBERAS&R&P