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MEMORIA DE CALCULO LINEA DE DISTRIBUCION
SISTEMA - SECTOR QHEQEETUBERIA LONGITUD NUDO INICIAL NUDO FINALDIAMETRO (PULG.)
P-2 10.27 J-1 J-2 1.50P-4 21.58 J-3 J-4 0.75P-5 5.57 J-4 J-5 0.75P-6 17.92 J-5 J-6 0.75P-7 27.8 J-6 J-7 0.50P-8 35.83 J-6 J-8 0.50P-9 31.2 J-5 J-9 0.50P-10 34.13 J-3 J-10 0.50P-11 161.68 J-1 J-11 0.50P-13 30.99 J-12 J-13 1.00P-14 64.36 J-13 J-14 1.00P-15 86.38 J-14 J-15 1.00P-16 33.73 J-15 J-16 0.75P-17 21.89 J-16 J-17 0.50P-18 22.48 J-14 J-18 0.75P-19 19.25 J-18 J-19 0.50P-20 30.84 J-19 J-20 0.50P-21 35.37 J-15 J-21 0.75P-22 37.58 J-21 J-22 0.50P-23 18.37 J-21 J-23 0.50P-25 49.41 J-12 J-25 0.75P-26 121.32 J-25 J-26 0.75P-51 137.81 J-2 PRV-2 1.00P-52 45.78 PRV-2 J-12 1.00P-3 75.56 J-2 J-3 1.00P-1 12.76 T-1 PRV-1 1.50P-53 61.3 PRV-1 J-1 1.50P-12 1.91 J-16 PRV-3 0.50P-13 60.07 PRV-3 J-24 0.50
TOTAL 1313.14
TUBERIAS PROYECTADASRED DE DISTRIBUCION DIAMETROTUBERIA PVC SAP C-10 1 1/2"TUBERIA PVC SAP C-10 1"TUBERIA PVC SAP C-10 3/4"TUBERIA PVC SAP C-10 1/2"
RED DE ADUCCION 1 1/2"
PROYECTO: “INSTALACIÓN SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS CON ARRASTRE HIDRÁULICO EN EL CENTRO POBLADO DE OSCOROQUE, DISTRITO DE CRUCERO – CARABAYA - PUNO”
TOTAL
MEMORIA DE CALCULO LINEA DE DISTRIBUCION
SISTEMA - SECTOR QHEQEEMATERIAL Hazen-Williams C CAUDAL (L/s)VELOCIDAD (m/s)
PVC 150 0.470 0.41PVC 150 0.090 0.32PVC 150 0.070 0.25PVC 150 0.050 0.18PVC 150 0.030 0.24PVC 150 0.020 0.16PVC 150 0.020 0.16PVC 150 0.030 0.24PVC 150 0.020 0.16PVC 150 0.220 0.44PVC 150 0.220 0.44PVC 150 0.160 0.32PVC 150 0.090 0.32PVC 150 0.010 0.08PVC 150 0.050 0.18PVC 150 0.040 0.32PVC 150 0.030 0.24PVC 150 0.060 0.21PVC 150 0.040 0.32PVC 150 0.020 0.16PVC 150 0.070 0.25PVC 150 0.060 0.21PVC 150 0.300 0.58PVC 150 0.300 0.58PVC 150 0.170 0.34PVC 150 0.490 0.43PVC 150 0.490 0.43PVC 150 0.040 0.32PVC 150 0.040 0.32
TUBERIAS PROYECTADASLONG. (m.)
10.27440.88307.38480.5574.06
PROYECTO: “INSTALACIÓN SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS CON ARRASTRE HIDRÁULICO EN EL CENTRO POBLADO DE OSCOROQUE, DISTRITO DE CRUCERO – CARABAYA - PUNO”
1313.14
MEMORIA DE CALCULO LINEA DE DISTRIBUCION
SISTEMA QHEQEE
NODO ELEVACION (m) DEMANDA (L/s)
J-1 3,970.90 0.000J-2 3,967.05 0.000J-3 3,965.59 0.051J-4 3,963.19 0.020J-5 3,963.63 0.000J-6 3,964.02 0.000J-7 3,965.24 0.031J-8 3,978.67 0.020J-9 3,951.48 0.020
J-10 3,978.72 0.031J-11 3,981.05 0.020J-12 3,883.59 0.000J-13 3,876.04 0.000J-14 3,869.54 0.010J-15 3,859.92 0.010J-16 3,862.69 0.041J-17 3,862.42 0.010J-18 3,862.45 0.010J-19 3,858.66 0.010J-20 3,854.86 0.031J-21 3,853.03 0.000J-22 3,849.35 0.041J-23 3,854.20 0.020J-24 3,845.78 0.041J-25 3,887.54 0.010J-26 3,891.29 0.061
TOTAL 0.488
PROYECTO: “INSTALACIÓN SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS CON ARRASTRE HIDRÁULICO EN EL CENTRO POBLADO DE OSCOROQUE, DISTRITO DE CRUCERO – CARABAYA - PUNO”
MEMORIA DE CALCULO LINEA DE DISTRIBUCION
SISTEMA QHEQEE
PRESION (m H2O)
3,999.67 28.713,999.61 32.53,999.14 33.483,998.97 35.713,998.94 35.233,998.89 34.83,998.68 33.373,998.76 20.053,998.83 47.253,998.88 20.123,999.10 18.013,901.04 17.413,900.72 24.633,900.06 30.473,899.58 39.583,899.31 36.553,899.29 36.793,900.00 37.483,899.76 41.023,899.53 44.583,899.44 46.323,898.97 49.523,899.38 45.093,861.26 15.453,900.79 13.223,900.34 9.03
PROYECTO: “INSTALACIÓN SISTEMA DE AGUA POTABLE Y LETRINAS SANITARIAS CON ARRASTRE HIDRÁULICO EN EL CENTRO POBLADO DE OSCOROQUE, DISTRITO DE CRUCERO – CARABAYA - PUNO”
GRAD. HIDRAHULICO (m)