PUTOCNIYOCCCHOJA DE CALCULOSECTOR - ANTUYOC

Caudal (Q)8LPSNota:Caudal a partir de la Cmara de CargaCaudal Unitario (qu)0.0024883359LPS/mCoeficiente de HW ( C )140Caudal de tramo (q)VariableLPScotaVariacin de CotasmsnmPresion iPresin del punto inicialmcaStGradiente teoricam/kmtDiametro teoricoPulgcDiametro calculadoPulgSrGradiente realm/kmhfPerdida de cargamcaPresion fPresion del punto final mca

Altitud de cada punto en msnmC-CP-AP-BP-CP-DEFGHIJKL3548350734693453344934533431345534403475348135073502

TRAMOLongitud (m)Longitud (km)qcotaPresion iSttcSrhfPresion fC-CP-A950.0958.00410431.581.85341.253.9237.08P-AK1800.180.45037.08206.010.72141.767.5229.56P-AL600.060.15537.08701.360.3715.460.3341.75P-AP-B1200.127.173837.08625.681.652242.4029.0945.99P-BI1800.180.45-645.99222.190.71141.767.5232.48P-BJ4200.421.05-1245.9980.941.2026.862.8831.11P-BP-C2400.245.371645.99258.311.772142.2934.1527.84P-CG1800.180.45-227.84143.580.78141.767.5218.33P-CH6200.621.541327.8465.881.46214.108.7432.10P-CP-D2400.242.79427.84132.691.58242.1610.1221.73P-DE1800.180.45-421.7398.470.84141.767.5210.21P-DF7000.71.741821.7356.751.57217.6612.3627.36

CALCULOS HIDRULICOSFormula de Hassen y WilliamsQ = 0.0004264 x C x Sr0.54 x 2.63

DondeQCaudalCCoeficiente de Hassen y Williams segn tipo de tuberiaSrGradiente realDiametroStGradiente teorica

Calculo de Caudal con SrCalculo de Caudal con St

Cota Incial51msnmCota Incial2990msnmCota Final1msnmCota Final2980msnmDistancia0.84KmDistancia0.1KmDiametro4pulgDiametro2pulgC140C140Presion i0mcaPresion i0mcaSt55.44m/KmSt100.00m/KmCaudal20.00LPSCaudal4.44LPS

Calculo del DiametroCalculo de:Sr,hf y Presion final

Cota i51msnmCota i51msnmCota f1msnmCota f1msnmDistancia0.84KmDistancia0.84KmCaudal20LPSCaudal20LPSPresion i0mcaPresion i0mcaC140C140St59.5238095238m/KmDiametro4PulgCalculo36.8766767225Calculo8.74Diametro3.9PulgSr55.44m/Kmhf46.57mcaPresion f3.43mca

JATUMPUQUIO

HOJA DE CALCULOSECTOR - ANDAMARCACaudal (Q)12LPSNota:Caudal a partir de la Cmara de CargaCaudal Unitario (qu)0.0028742515LPS/mCoeficiente de HW ( C )140adCaudal de tramo (q)VariableLPScotaVariacin de CotasmsnmPresion iPresin del punto inicialmcaStGradiente teoricam/kmtDiametro teoricoPulgcDiametro calculadoPulgSrGradiente realm/kmhfPerdida de cargamcaPresion fPresion del punto final mca

Altitud de cada punto en msnmC-CJ-AJ-BJ-CDEFGHIJKLMN354434783467345734573455346134533462346734563489348234973479

TRAMOLongitud (m)Longitud (km)qcotaPresion iSttcSrhfPresion fC-CJ-A6550.65512.00660100.762.91421.5314.1051.90J-AH3400.340.981651.90199.700.9826.062.0665.84J-AJ-B2400.246.321151.90262.081.88326.686.4056.50J-AI2800.282.821151.90224.641.42243.0012.0450.86IJ1800.180.521150.86343.660.69154.559.8252.04IL1200.121.49-1550.86298.821.06213.301.6034.26LK1000.10.29-734.26272.620.57118.371.8425.43LM1200.120.86-1534.26160.520.9724.800.5818.69MN1800.180.521818.69203.810.7621.860.3436.35J-BF3000.30.86656.50208.320.9224.801.4461.05J-BG4600.461.321456.50153.251.16210.604.8865.62J-BJ-C2400.243.451056.50277.061.47262.5715.0251.48J-CD3000.30.86051.48171.590.9624.801.4450.04J-CE6600.661.90251.4881.031.51220.6813.6539.83