Diseño de Red de Agua en el Anexo Uco
7
CALCULO DEL SISTEMA DE CONDUCCION Y ADUCCION 1.- NOMBRE DEL PROYECTO : MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE DEL ANEXO CAMPAMENTO, DISTRITO DE PATAZ A.- POBLACION ACTUAL 1290 hab B.- COEF. DE CRECIMIENTO ANUAL POR CADA 1000 Habitantes 1.20 % C.- PERIODO DE DISEÑO (AÑOS) 20 años D.- POBLACION FUTURA Pf = Po * ( 1+ (r t / 100 )) 1599.6000 1600 hab E.- DOTACION (LT/HAB/DIA) 80 lt/hab/dia F.- CAUDAL PROMEDIO ANUAL (LT/SEG) Qm = Pob.* Dot./86,400 1.4815 lt/seg G.- CAUDAL MAXIMO DIARIO (LT/SEG) Qmd = 1.30 * Qm 1.9259 OK. H.- CAUDAL MAXIMO HORARIO (LT/SEG) Qmh = 1.5 * Qm 2.2222 lt/seg I.- CAUDAL DE LA FUENTE (LT/SEG) 4.700 lt/seg J.- VOLUMEN DEL RESERVORIO (M3) 32.0000 m3 A UTILIZAR : Vtotal del reservorio 32.0000 OK. k. Cof Friccion de la tuberia C=140 NOTA : USAR TUBERIA C - 10 CALCULO DE RED ABIERTA Y LINEA DE ADUCCION A.- POBLACION FUTURA Pf = Po * ( 1+ (r t / 100 )) 1600 hab B.- DOTACION (LT/HAB/DIA) 80 lt/hab/dia C.- CAUDAL PROMEDIO ANUAL (LT/SEG) Qm = Pob.* Dot./86,400 1.4815 lt/seg D.- CAUDAL MAXIMO DIARIO (LT/SEG) Qmd=1.3*Qm 1.9259 E.- CAUDAL MAXIMO HORARIO (LT/SEG) Qmh = 1.5 * Qm 2.2222 lt/seg F.- CAUDAL UNITARIO (LT/SEG) Qunit= Qmh / PF 0.0013889 lt/seg CALCULOS HIDRAULICOS DE LA LINEA DE ADUCCION Y RED DE DISTRIBUCION - SISTEMA RAMIFICADO TRAMO GASTO LONG. (m) PERDIDA DE CARGA COT. PIEZ. m.s.n.m COTA TERRENO PRESION (m) DE AL TRAMO DISEÑO UNIT(‰) TRAMO (m) INICIAL FINAL INICIAL FINAL INICIAL FINAL R60 2 0.00 0.0000000 2.2222 2.2222 307.43 2.00 1.0964 27.7512 8.5315 2870.00 2861.47 2870.00 2849.00 0.0000 12.47 OK 2 3 0.00 0.0000000 2.2222 2.2222 11.79 2.00 1.0964 27.7512 0.3272 2861.47 2861.14 2849.00 2847.00 12.47 14.14 OK 3 4 24.80 0.0013889 0.0344 2.2222 164.57 2.00 1.0964 27.7512 4.5670 2861.14 2856.57 2847.00 2835.00 14.14 21.57 OK 4 5 12.40 0.0013889 0.0172 2.1878 9.25 2.00 1.0794 26.9607 0.2494 2856.57 2856.32 2835.00 2833.00 21.57 23.32 OK 5 6 223.20 0.0013889 0.3100 2.1706 121.36 2.00 1.0709 26.5693 3.2245 2856.32 2853.10 2833.00 2826.00 23.32 27.10 OK 6 RP 7 0.00 0.0013889 0.0000 0.9128 28.17 2.00 0.4503 5.3506 0.1507 2826.00 2825.85 2826.00 2815.00 0.00 10.85 OK 7 8 99.20 0.0013889 0.1378 0.1550 103.26 2.00 0.0765 0.2013 0.0208 2825.85 2825.83 2815.00 2814.00 10.85 11.83 OK 8 69 12.40 0.0013889 0.0172 0.0172 10.38 2.00 0.0085 0.0035 0.0000 2825.83 2825.83 2814.00 2816.00 11.83 9.83 OK 7 9 12.40 0.0013889 0.0172 0.7578 8.01 2.00 0.3739 3.7921 0.0304 2825.85 2825.82 2815.00 2811.00 10.85 14.82 OK 9 72 111.60 0.0013889 0.1550 0.1550 121.02 2.00 0.0765 0.2013 0.0244 2825.82 2825.79 2811.00 2807.00 14.82 18.79 OK 9 10 0.00 0.0013889 0.0000 0.5856 10.11 2.00 0.2889 2.3536 0.0238 2825.82 2825.80 2811.00 2807.00 14.82 18.80 OK 10 14 0.00 0.0013889 0.0000 0.4994 35.55 2.00 0.2464 1.7536 0.0623 2825.80 2825.73 2807.00 2799.00 18.80 26.73 OK 10 12 49.60 0.0013889 0.0689 0.0861 29.59 2.00 0.0425 0.0679 0.0020 2825.80 2825.79 2807.00 2806.00 18.80 19.79 OK 12 71 12.40 0.0013889 0.0172 0.0172 9.30 2.00 0.0085 0.0035 0.0000 2825.79 2825.79 2806.00 2805.00 19.79 20.79 OK 14 70 124.00 0.0013889 0.1722 0.1722 80.64 2.00 0.0850 0.2446 0.0197 2825.73 2825.71 2799.00 2800.00 26.73 25.71 OK 14 15 0.00 0.0013889 0.0000 0.3272 1.84 2.00 0.1614 0.8020 0.0015 2825.73 2825.73 2799.00 2799.00 26.73 26.73 OK 15 17 86.80 0.0013889 0.1206 0.2067 47.40 2.00 0.1020 0.3427 0.0162 2825.73 2825.72 2799.00 2799.00 26.73 26.72 OK 17 73 24.80 0.0013889 0.0344 0.0344 30.19 2.00 0.0170 0.0125 0.0004 2825.72 2825.71 2799.00 2803.00 26.72 22.71 OK 17 74 37.20 0.0013889 0.0517 0.0517 45.40 2.00 0.0255 0.0264 0.0012 2825.72 2825.71 2799.00 2792.00 26.72 33.71 OK 15 RP 18 0.00 0.0013889 0.0000 0.1206 27.76 2.00 0.0595 0.1265 0.0035 2799.00 2799.00 2799.00 2785.00 0.00 14.00 OK 18 75 62.00 0.0013889 0.0861 0.0861 80.25 2.00 0.0425 0.0679 0.0054 2799.00 2798.99 2785.00 2786.00 14.00 12.99 OK 18 19 0.00 0.0013889 0.0000 0.0344 6.12 2.00 0.0170 0.0125 0.0001 2799.00 2799.00 2785.00 2785.00 14.00 14.00 OK 19 76 12.40 0.0013889 0.0172 0.0172 15.26 2.00 0.0085 0.0035 0.0001 2799.00 2799.00 2785.00 2780.00 14.00 19.00 OK 19 77 12.40 0.0013889 0.0172 0.0172 48.74 2.00 0.0085 0.0035 0.0002 2799.00 2799.00 2785.00 2785.00 14.00 14.00 OK 6 36 111.60 0.0013889 0.1550 0.9478 59.30 2.00 0.4676 5.7363 0.3402 2853.10 2852.76 2826.00 2825.00 27.10 27.76 OK 36 RP 40 0.00 0.0013889 0.0000 0.7928 196.35 2.00 0.3911 4.1224 0.8094 2825.00 2824.19 2825.00 2800.00 0.00 24.19 OK 40 67 24.80 0.0013889 0.0344 0.0344 21.24 2.00 0.0170 0.0125 0.0003 2824.19 2824.19 2800.00 2790.00 24.19 34.19 OK 40 41 49.60 0.0013889 0.0689 0.7583 39.19 2.00 0.3741 3.7972 0.1488 2824.19 2824.04 2800.00 2797.00 24.19 27.04 OK 41 68 136.40 0.0013889 0.1894 0.1894 129.51 2.00 0.0935 0.2918 0.0378 2824.04 2824.00 2797.00 2790.00 27.04 34.00 OK 41 RP 43 0.00 0.0013889 0.0000 0.5000 28.92 2.00 0.2467 1.7572 0.0508 2797.00 2796.95 2797.00 2782.00 0.00 14.95 OK 43 65 37.20 0.0013889 0.0517 0.0517 43.53 2.00 0.0255 0.0264 0.0011 2796.95 2796.95 2782.00 2780.00 14.95 16.95 OK 43 45 24.80 0.0013889 0.0344 0.4483 33.78 2.00 0.2212 1.4361 0.0485 2796.95 2796.90 2782.00 2779.00 14.95 17.90 OK 45 46 0.00 0.0013889 0.0000 0.4139 9.11 2.00 0.2042 1.2387 0.0113 2796.90 2796.89 2779.00 2775.00 17.90 21.89 OK 46 47 A 62.00 0.0013889 0.0861 0.0861 62.71 2.00 0.0425 0.0679 0.0043 2796.89 2796.89 2775.00 2773.00 21.89 23.89 OK 46 48 24.80 0.0013889 0.0344 0.3278 32.58 2.00 0.1617 0.8045 0.0262 2796.89 2796.86 2775.00 2778.00 21.89 18.86 OK 48 52 0.00 0.0013889 0.0000 0.2933 32.51 2.00 0.1447 0.6552 0.0213 2796.86 2796.84 2778.00 2759.00 18.86 37.84 OK 52 62 62.00 0.0013889 0.0861 0.0861 45.45 2.00 0.0425 0.0679 0.0031 2796.84 2796.84 2759.00 2759.00 37.84 37.84 OK 52 54 62.00 0.0013889 0.0861 0.2072 57.28 2.00 0.1022 0.3445 0.0197 2796.84 2796.82 2759.00 2758.00 37.84 38.82 OK 54 63 12.40 0.0013889 0.0172 0.0172 4.59 2.00 0.0085 0.0035 0.0000 2796.82 2796.82 2758.00 2758.00 38.82 38.82 OK 54 55 24.80 0.0013889 0.0344 0.1039 21.41 2.00 0.0513 0.0960 0.0021 2796.82 2796.82 2758.00 2750.00 38.82 46.82 OK 55 RP 56 0.00 0.0013889 0.0000 0.0694 35.06 2.00 0.0343 0.0456 0.0016 2750.00 2750.00 2750.00 2732.00 0.00 18.00 OK 56 60 24.80 0.0013889 0.0344 0.0344 22.90 2.00 0.0170 0.0125 0.0003 2750.00 2750.00 2732.00 2733.00 18.00 17.00 OK 56 RP 57 0.00 0.0013889 0.0000 0.0350 24.29 2.00 0.0173 0.0128 0.0003 2732.00 2732.00 2732.00 2720.00 0.00 12.00 OK 57 59 12.40 0.0013889 0.0172 0.0172 47.58 2.00 0.0085 0.0035 0.0002 2732.00 2732.00 2720.00 2720.00 12.00 12.00 OK 57 58 12.80 0.0013889 0.0178 0.0178 27.83 2.00 0.0088 0.0037 0.0001 2732.00 2732.00 2720.00 2722.00 12.00 10.00 OK V RES = 0.25 * PF*DOT/1000 HABITANTES POR TRAMO CAUDAL UNITARIO DIAMETRO (PULG.) VELOC (m/seg)
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Diseño de tuberías para la red de agua potable en el anexo de Uco Distrito de Junín, departamento de Junín.
Transcript of Diseño de Red de Agua en el Anexo Uco
CALCULO DEL SISTEMA DE CONDUCCION Y ADUCCION
1.- NOMBRE DEL PROYECTO : MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE DEL ANEXO CAMPAMENTO, DISTRITO DE PATAZ
A.- POBLACION ACTUAL 1290 hab
B.- COEF. DE CRECIMIENTO ANUAL POR CADA 1000 Habitantes 1.20 %
C.- PERIODO DE DISEÑO (AÑOS) 20 años
D.- POBLACION FUTURA Pf = Po * ( 1+ (r t / 100 )) 1599.6000 1600 hab
E.- DOTACION (LT/HAB/DIA) 80 lt/hab/dia
F.- CAUDAL PROMEDIO ANUAL (LT/SEG) Qm = Pob.* Dot./86,400 1.4815 lt/seg
G.- CAUDAL MAXIMO DIARIO (LT/SEG) Qmd = 1.30 * Qm 1.9259 OK.
H.- CAUDAL MAXIMO HORARIO (LT/SEG) Qmh = 1.5 * Qm 2.2222 lt/seg
I.- CAUDAL DE LA FUENTE (LT/SEG) 4.700 lt/seg
J.- VOLUMEN DEL RESERVORIO (M3) 32.0000 m3
A UTILIZAR : Vtotal del reservorio 32.0000 OK.
k. Cof Friccion de la tuberia C=140 NOTA : USAR TUBERIA C - 10
CALCULO DE RED ABIERTA Y LINEA DE ADUCCION
A.- POBLACION FUTURA Pf = Po * ( 1+ (r t / 100 )) 1600 hab
B.- DOTACION (LT/HAB/DIA) 80 lt/hab/dia
C.- CAUDAL PROMEDIO ANUAL (LT/SEG) Qm = Pob.* Dot./86,400 1.4815 lt/seg
D.- CAUDAL MAXIMO DIARIO (LT/SEG) Qmd=1.3*Qm 1.9259
E.- CAUDAL MAXIMO HORARIO (LT/SEG) Qmh = 1.5 * Qm 2.2222 lt/seg
F.- CAUDAL UNITARIO (LT/SEG) Qunit= Qmh / PF 0.0013889 lt/seg
CALCULOS HIDRAULICOS DE LA LINEA DE ADUCCION Y RED DE DISTRIBUCION - SISTEMA RAMIFICADO
TRAMO GASTOLONG. (m)
PERDIDA DE CARGA COT. PIEZ. m.s.n.m COTA TERRENO PRESION (m)
DE AL TRAMO DISEÑO UNIT(‰) TRAMO (m) INICIAL FINAL INICIAL FINAL INICIAL FINAL
R60 2 0.00 0.0000000 2.2222 2.2222 307.43 2.00 1.0964 27.7512 8.5315 2870.00 2861.47 2870.00 2849.00 0.0000 12.47 OK
2 3 0.00 0.0000000 2.2222 2.2222 11.79 2.00 1.0964 27.7512 0.3272 2861.47 2861.14 2849.00 2847.00 12.47 14.14 OK
3 4 24.80 0.0013889 0.0344 2.2222 164.57 2.00 1.0964 27.7512 4.5670 2861.14 2856.57 2847.00 2835.00 14.14 21.57 OK
4 5 12.40 0.0013889 0.0172 2.1878 9.25 2.00 1.0794 26.9607 0.2494 2856.57 2856.32 2835.00 2833.00 21.57 23.32 OK
5 6 223.20 0.0013889 0.3100 2.1706 121.36 2.00 1.0709 26.5693 3.2245 2856.32 2853.10 2833.00 2826.00 23.32 27.10 OK
6 RP 7 0.00 0.0013889 0.0000 0.9128 28.17 2.00 0.4503 5.3506 0.1507 2826.00 2825.85 2826.00 2815.00 0.00 10.85 OK
7 8 99.20 0.0013889 0.1378 0.1550 103.26 2.00 0.0765 0.2013 0.0208 2825.85 2825.83 2815.00 2814.00 10.85 11.83 OK
8 69 12.40 0.0013889 0.0172 0.0172 10.38 2.00 0.0085 0.0035 0.0000 2825.83 2825.83 2814.00 2816.00 11.83 9.83 OK
7 9 12.40 0.0013889 0.0172 0.7578 8.01 2.00 0.3739 3.7921 0.0304 2825.85 2825.82 2815.00 2811.00 10.85 14.82 OK
9 72 111.60 0.0013889 0.1550 0.1550 121.02 2.00 0.0765 0.2013 0.0244 2825.82 2825.79 2811.00 2807.00 14.82 18.79 OK
9 10 0.00 0.0013889 0.0000 0.5856 10.11 2.00 0.2889 2.3536 0.0238 2825.82 2825.80 2811.00 2807.00 14.82 18.80 OK
10 14 0.00 0.0013889 0.0000 0.4994 35.55 2.00 0.2464 1.7536 0.0623 2825.80 2825.73 2807.00 2799.00 18.80 26.73 OK
10 12 49.60 0.0013889 0.0689 0.0861 29.59 2.00 0.0425 0.0679 0.0020 2825.80 2825.79 2807.00 2806.00 18.80 19.79 OK
12 71 12.40 0.0013889 0.0172 0.0172 9.30 2.00 0.0085 0.0035 0.0000 2825.79 2825.79 2806.00 2805.00 19.79 20.79 OK
14 70 124.00 0.0013889 0.1722 0.1722 80.64 2.00 0.0850 0.2446 0.0197 2825.73 2825.71 2799.00 2800.00 26.73 25.71 OK
14 15 0.00 0.0013889 0.0000 0.3272 1.84 2.00 0.1614 0.8020 0.0015 2825.73 2825.73 2799.00 2799.00 26.73 26.73 OK
15 17 86.80 0.0013889 0.1206 0.2067 47.40 2.00 0.1020 0.3427 0.0162 2825.73 2825.72 2799.00 2799.00 26.73 26.72 OK
17 73 24.80 0.0013889 0.0344 0.0344 30.19 2.00 0.0170 0.0125 0.0004 2825.72 2825.71 2799.00 2803.00 26.72 22.71 OK
17 74 37.20 0.0013889 0.0517 0.0517 45.40 2.00 0.0255 0.0264 0.0012 2825.72 2825.71 2799.00 2792.00 26.72 33.71 OK
15 RP 18 0.00 0.0013889 0.0000 0.1206 27.76 2.00 0.0595 0.1265 0.0035 2799.00 2799.00 2799.00 2785.00 0.00 14.00 OK
18 75 62.00 0.0013889 0.0861 0.0861 80.25 2.00 0.0425 0.0679 0.0054 2799.00 2798.99 2785.00 2786.00 14.00 12.99 OK
18 19 0.00 0.0013889 0.0000 0.0344 6.12 2.00 0.0170 0.0125 0.0001 2799.00 2799.00 2785.00 2785.00 14.00 14.00 OK
19 76 12.40 0.0013889 0.0172 0.0172 15.26 2.00 0.0085 0.0035 0.0001 2799.00 2799.00 2785.00 2780.00 14.00 19.00 OK
19 77 12.40 0.0013889 0.0172 0.0172 48.74 2.00 0.0085 0.0035 0.0002 2799.00 2799.00 2785.00 2785.00 14.00 14.00 OK
6 36 111.60 0.0013889 0.1550 0.9478 59.30 2.00 0.4676 5.7363 0.3402 2853.10 2852.76 2826.00 2825.00 27.10 27.76 OK
36 RP 40 0.00 0.0013889 0.0000 0.7928 196.35 2.00 0.3911 4.1224 0.8094 2825.00 2824.19 2825.00 2800.00 0.00 24.19 OK
40 67 24.80 0.0013889 0.0344 0.0344 21.24 2.00 0.0170 0.0125 0.0003 2824.19 2824.19 2800.00 2790.00 24.19 34.19 OK
40 41 49.60 0.0013889 0.0689 0.7583 39.19 2.00 0.3741 3.7972 0.1488 2824.19 2824.04 2800.00 2797.00 24.19 27.04 OK
41 68 136.40 0.0013889 0.1894 0.1894 129.51 2.00 0.0935 0.2918 0.0378 2824.04 2824.00 2797.00 2790.00 27.04 34.00 OK
41 RP 43 0.00 0.0013889 0.0000 0.5000 28.92 2.00 0.2467 1.7572 0.0508 2797.00 2796.95 2797.00 2782.00 0.00 14.95 OK
43 65 37.20 0.0013889 0.0517 0.0517 43.53 2.00 0.0255 0.0264 0.0011 2796.95 2796.95 2782.00 2780.00 14.95 16.95 OK
43 45 24.80 0.0013889 0.0344 0.4483 33.78 2.00 0.2212 1.4361 0.0485 2796.95 2796.90 2782.00 2779.00 14.95 17.90 OK
45 46 0.00 0.0013889 0.0000 0.4139 9.11 2.00 0.2042 1.2387 0.0113 2796.90 2796.89 2779.00 2775.00 17.90 21.89 OK
46 47 A 62.00 0.0013889 0.0861 0.0861 62.71 2.00 0.0425 0.0679 0.0043 2796.89 2796.89 2775.00 2773.00 21.89 23.89 OK
46 48 24.80 0.0013889 0.0344 0.3278 32.58 2.00 0.1617 0.8045 0.0262 2796.89 2796.86 2775.00 2778.00 21.89 18.86 OK
48 52 0.00 0.0013889 0.0000 0.2933 32.51 2.00 0.1447 0.6552 0.0213 2796.86 2796.84 2778.00 2759.00 18.86 37.84 OK
52 62 62.00 0.0013889 0.0861 0.0861 45.45 2.00 0.0425 0.0679 0.0031 2796.84 2796.84 2759.00 2759.00 37.84 37.84 OK
52 54 62.00 0.0013889 0.0861 0.2072 57.28 2.00 0.1022 0.3445 0.0197 2796.84 2796.82 2759.00 2758.00 37.84 38.82 OK
54 63 12.40 0.0013889 0.0172 0.0172 4.59 2.00 0.0085 0.0035 0.0000 2796.82 2796.82 2758.00 2758.00 38.82 38.82 OK
54 55 24.80 0.0013889 0.0344 0.1039 21.41 2.00 0.0513 0.0960 0.0021 2796.82 2796.82 2758.00 2750.00 38.82 46.82 OK
55 RP 56 0.00 0.0013889 0.0000 0.0694 35.06 2.00 0.0343 0.0456 0.0016 2750.00 2750.00 2750.00 2732.00 0.00 18.00 OK
56 60 24.80 0.0013889 0.0344 0.0344 22.90 2.00 0.0170 0.0125 0.0003 2750.00 2750.00 2732.00 2733.00 18.00 17.00 OK
56 RP 57 0.00 0.0013889 0.0000 0.0350 24.29 2.00 0.0173 0.0128 0.0003 2732.00 2732.00 2732.00 2720.00 0.00 12.00 OK
57 59 12.40 0.0013889 0.0172 0.0172 47.58 2.00 0.0085 0.0035 0.0002 2732.00 2732.00 2720.00 2720.00 12.00 12.00 OK
57 58 12.80 0.0013889 0.0178 0.0178 27.83 2.00 0.0088 0.0037 0.0001 2732.00 2732.00 2720.00 2722.00 12.00 10.00 OK
VRES
= 0.25 * PF*DOT/1000
HABITANTES POR TRAMO
CAUDAL UNITARIO
DIAMETRO (PULG.)
VELOC (m/seg)
CALCULO DEL SISTEMA DE CONDUCCION Y ADUCCION
1.- NOMBRE DEL PROYECTO : MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE DEL ANEXO CAMPAMENTO, DISTRITO DE PATAZ
A.- POBLACION ACTUAL 480
B.- COEF. DE CRECIMIENTO ANUAL POR CADA 1000 Habitantes 1.20
C.- PERIODO DE DISEÑO (AÑOS) 20
D.- POBLACION FUTURA Pf = Po * ( 1+ (r t / 100 )) 595.2000 596
E.- DOTACION (LT/HAB/DIA) 60
F.- CAUDAL PROMEDIO ANUAL (LT/SEG) Qm = Pob.* Dot./86,400 0.4139
G.- CAUDAL MAXIMO DIARIO (LT/SEG) Qmd = 1.30 * Qm 0.5381
H.- CAUDAL MAXIMO HORARIO (LT/SEG) Qmh = 1.5 * Qm 0.6208
I.- CAUDAL DE LA FUENTE (LT/SEG) 4.700
J.- VOLUMEN DEL RESERVORIO (M3) 8.9400
A UTILIZAR : Vtotal del reservorio 9.0000
k. Cof Friccion de la tuberia C=140 NOTA : USAR TUBERIA C - 10
CALCULO DE RED ABIERTA Y LINEA DE ADUCCION
A.- POBLACION FUTURA Pf = Po * ( 1+ (r t / 100 )) 596
B.- DOTACION (LT/HAB/DIA) 60
C.- CAUDAL PROMEDIO ANUAL (LT/SEG) Qm = Pob.* Dot./86,400 0.4139
D.- CAUDAL MAXIMO DIARIO (LT/SEG) Qmd=1.3*Qm 0.5381
E.- CAUDAL MAXIMO HORARIO (LT/SEG) Qmh = 1.5 * Qm 0.6208
F.- CAUDAL UNITARIO (LT/SEG) Qunit= Qmh / PF 0.0010417
CALCULOS HIDRAULICOS DE LA LINEA DE ADUCCION Y RED DE DISTRIBUCION - SISTEMA RAMIFICADO
TRAMO GASTOLONG. (m)
DE AL TRAMO DISEÑO
R10 24 0.00 0.0000000 0.6208 0.6208 8.81 2.00 0.3063
24 25 0.00 0.0000000 0.6208 0.6208 121.76 2.00 0.3063
25 26 0.00 0.0000000 0.6208 0.6208 84.22 1.00 1.2252
VRES
= 0.25 * PF*DOT/1000
HABITANTES POR TRAMO
CAUDAL UNITARIO
DIAMETRO (PULG.)
VELOC (m/seg)
26 27 0.00 0.0010417 0.6208 0.6208 26.10 2.00 0.3063
27 28 0.00 0.0010417 0.0000 0.1421 25.15 2.00 0.0701
28 78 24.80 0.0010417 0.0258 0.0258 30.67 2.00 0.0127
28 29 0.00 0.0010417 0.0000 0.1163 27.00 2.00 0.0574
29 79 24.80 0.0010417 0.0258 0.0258 26.47 2.00 0.0127
29 81 86.80 0.0010417 0.0904 0.0904 77.85 2.00 0.0446
27 30 161.20 0.0010417 0.1679 0.4788 77.49 2.00 0.2362
30 31 0.00 0.0010417 0.0000 0.3108 16.54 2.00 0.1534
31 32 24.80 0.0010417 0.0258 0.3108 26.10 2.00 0.1534
32 33 0.00 0.0010417 0.0000 0.2850 11.67 2.00 0.1406
33 35 0.00 0.0010417 0.0000 0.1033 22.87 2.00 0.0510
35 80 99.20 0.0010417 0.1033 0.1033 51.12 2.00 0.0510
33 34 161.20 0.0010417 0.1679 0.1817 90.61 2.00 0.0896
34 82 13.20 0.0010417 0.0138 0.0138 35.38 2.00 0.0068
CALCULO DEL SISTEMA DE CONDUCCION Y ADUCCION
MEJORAMIENTO DEL SERVICIO DE AGUA POTABLE DEL ANEXO CAMPAMENTO, DISTRITO DE PATAZ
hab
%
años
hab
lt/hab/dia
lt/seg
OK.
lt/seg
lt/seg
m3
OK.
CALCULO DE RED ABIERTA Y LINEA DE ADUCCION
hab
lt/hab/dia
lt/seg
lt/seg
lt/seg
CALCULOS HIDRAULICOS DE LA LINEA DE ADUCCION Y RED DE DISTRIBUCION - SISTEMA RAMIFICADO
PERDIDA DE CARGA COT. PIEZ. m.s.n.m COTA TERRENO PRESION (m)
UNIT(‰) TRAMO (m) INICIAL FINAL INICIAL FINAL INICIAL FINAL
2.6226 0.0231 2859.00 2858.98 2859.00 2857.00 0.0000 1.98
2.6226 0.3193 2858.98 2858.66 2857.00 2811.00 1.98 47.66
76.4522 6.4388 2858.66 2852.22 2811.00 2805.00 47.66 47.22
2.6226 0.0684 2805.00 2804.93 2805.00 2793.00 0.00 11.93
0.1714 0.0043 2804.93 2804.93 2793.00 2792.00 11.93 12.93
0.0073 0.0002 2804.93 2804.93 2792.00 2793.00 12.93 11.93
0.1182 0.0032 2804.93 2804.92 2792.00 2781.00 12.93 23.92
0.0073 0.0002 2804.92 2804.92 2781.00 2778.00 23.92 26.92
0.0743 0.0058 2804.92 2804.92 2781.00 2782.00 23.92 22.92
1.6215 0.1257 2805.93 2805.81 2793.00 2791.00 12.93 14.81
0.7293 0.0121 2805.81 2805.79 2791.00 2786.00 14.81 19.79
0.7293 0.0190 2805.79 2805.77 2786.00 2782.00 19.79 23.77
0.6211 0.0072 2805.77 2805.77 2782.00 2778.00 23.77 27.77
0.0951 0.0022 2805.77 2805.77 2778.00 2774.00 27.77 31.77
0.0951 0.0049 2805.77 2805.76 2774.00 2774.00 31.77 31.76
0.2700 0.0245 2805.77 2805.74 2778.00 2779.00 27.77 26.74
0.0023 0.0001 2805.74 2805.74 2779.00 2765.00 26.74 40.74
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
OK
