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)