Calculo Hidraulico Aduccion y Red Imp
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No Longitud LongitudDiametro Mat. Coef. Caudal Velocidad V max Pérdida Cota Alt. Cota Cota Presión presión tubería del tramo progr. interno de la Hazen max d del flujo Adm. de carga terreno Excav. tubería piezométric estática dinámica de a (m) (m) (pulg) tubería C (l/seg) (m/seg) (m/seg) hf (m) (m.s.n.m.) (m) (m.s.n.m.) inámica (m (mca) (mca) SISTEMA DE AGUA POTABLE POR GRAVEDAD ADUCCION Q fu e nt e ma yo r a = 6. 6 00 l/ s 3 .7 9% 1 Q max d. = 0.250 l /s 0.000 2108.06 0.20 2107.86 2108.06 0.20 0.20 TOMA 1 1 2 42.97 42.97 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.086 2107.02 0.60 2106.42 2107.98 1.64 1.55 CAMARA COLECTORA 2 Q fuente = 0.250 l/s 0.000 2107.02 0.60 2106.42 2107.02 0.20 0.20 CAMARA COLECTORA 1 2 3 29.54 29.54 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.059 2106.18 0.60 2105.58 2106.96 1.05 1.39 0.61 2 3 4 26.04 55.58 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.052 2104.12 0.60 2103.52 2106.91 3.11 3.40 3 4 5 29.43 85.01 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.059 2101.80 0.60 2101.20 2106.85 5.42 5.65 4 5 6 36.86 121.87 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.074 2098.59 0.60 2097.99 2106.78 8.63 8.79 5 6 7 61.54 183.41 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.123 2096.92 0.60 2096.32 2106.66 10.31 10.34 6 7 8 35.61 219.02 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.071 2097.63 0.60 2097.03 2106.58 9.59 9.56 7 8 9 50.73 269.75 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.101 2095.48 0.84 2094.64 2106.48 11.99 11.85 8 9 10 54.00 323.75 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.108 2088.50 0.60 2087.90 2106.38 18.72 18.47 9 10 11 24.00 347.75 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.048 2085.11 2.48 2082.63 2106.33 23.99 23.70 10 11 12 97.54 445.29 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.195 2072.14 1.06 2071.08 2106.13 35.54 35.05 11 12 13 58.80 504.09 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.117 2061.40 0.64 2060.76 2106.02 45.87 45.26 12 13 14 88.31 592.40 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.176 2059.71 0.60 2059.11 2105.84 47.52 46.73 13 14 15 69.81 662.21 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.139 2017.00 0.60 2016.40 2105.70 90.22 89.30 14 15 16 11.72 673.93 1 1/2 F.G 125.0 0.250 0.22 5.00 0.029 2016.00 0.60 2015.40 2105.67 91.22 90.27 PQ1 = 12 M. C.P.L.1 15 16 17 48.44 722.37 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.097 2033.14 0.60 2032.54 2105.57 74.09 73.04 16 17 18 46.38 768.75 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.093 2035.48 0.60 2034.88 2105.48 71.74 70.60 17 18 19 84.54 853.29 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.169 2039.58 0.60 2038.98 2105.31 67.64 66.33 18 19 20 29.45 882.74 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.059 2042.66 0.60 2042.06 2105.25 64.56 63.19 19 20 21 117.55 1000.29 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.235 2046.97 0.60 2046.37 2105.02 60.25 58.65 20 21 22 77.58 1077.87 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.155 2049.99 0.60 2049.39 2104.86 57.23 55.47 21 22 23 107.03 1184.90 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.214 2042.99 0.60 2042.39 2104.65 64.23 62.26 22 23 24 160.99 1345.89 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.322 2037.99 0.60 2037.39 2104.33 69.23 66.94 23 24 25 82.14 1428.03 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.164 2043.14 0.60 2042.54 2104.16 64.08 61.62 24 25 26 85.89 1513.92 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.172 2049.46 0.60 2048.86 2103.99 57.76 55.13 25 26 27 62.56 1576.48 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.125 2052.77 0.60 2052.17 2103.87 54.45 51.70 26 27 28 73.44 1649.92 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.147 2053.90 0.60 2053.30 2103.72 53.32 50.42 27 28 29 111.55 1761.47 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.223 2055.51 0.60 2054.91 2103.50 51.71 48.59 28 29 30 89.41 1850.88 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.179 2059.35 0.60 2058.75 2103.32 47.88 44.57 C.P.A. 1 29 30 31 37.54 1888.42 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.075 2058.31 0.60 2057.71 2103.25 48.91 45.53 30 31 32 57.31 1945.73 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.114 2054.96 0.60 2054.36 2103.13 52.26 48.77 31 32 33 102.49 2048.22 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.205 2047.44 0.60 2046.84 2102.93 59.78 56.08 32 33 34 35.58 2083.80 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.071 2048.86 0.60 2048.26 2102.85 58.36 54.59 33 34 35 46.80 2130.60 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.093 2048.64 0.60 2048.04 2102.76 58.58 54.72 34 35 36 40.25 2170.85 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.080 2046.08 0.60 2045.48 2102.68 61.14 57.20 35 36 37 50.42 2221.27 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.101 2041.92 0.60 2041.32 2102.58 65.30 61.26 36 37 38 72.54 2293.81 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.145 2045.71 0.60 2045.11 2102.44 61.51 57.32 37 38 39 112.39 2406.20 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.224 2055.88 0.60 2055.28 2102.21 51.34 46.93 38 39 40 112.74 2518.94 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.225 2057.49 0.60 2056.89 2101.99 49.73 45.09 39 40 41 99.95 2618.89 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.200 2059.83 0.60 2059.23 2101.79 47.39 42.56 40 41 42 46.60 2665.49 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.093 2060.00 0.60 2059.40 2101.69 47.22 42.29 41 42 43 139.62 2805.11 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.279 2049.15 0.60 2048.55 2101.41 58.07 52.87 42 43 44 123.65 2928.76 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.247 2053.80 0.60 2053.20 2101.17 53.42 47.97 43 44 45 124.46 3053.22 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.249 2060.20 0.60 2059.60 2100.92 47.03 41.32 44 45 46 207.64 3260.86 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.415 2073.08 0.60 2072.48 2100.50 34.14 28.02 45 46 47 152.42 3413.28 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.304 2084.34 0.60 2083.74 2100.20 22.88 16.46 C.P.A. 2 46 47 48 68.50 3481.78 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.137 2059.86 0.60 2059.26 2100.06 47.37 40.81 47 48 49 196.19 3677.97 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.392 1988.00 0.60 1987.40 2099.67 119.22 112.27 48 49 50 11.22 3689.19 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.028 1988.00 0.60 1987.40 2099.64 119.22 112.24 PQ2 = 12 M. 49 50 51 90.03 3779.22 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.180 1998.56 0.60 1997.96 2099.46 108.66 101.50 C.P.L. 2 50 51 52 98.02 3877.24 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.196 2023.02 0.60 2022.42 2099.27 84.21 76.85 51 52 53 137.33 4014.57 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.274 2041.01 0.60 2040.41 2098.99 66.21 58.58 C.P.A. 3 52 53 54 112.46 4127.03 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.225 2027.50 0.60 2026.90 2098.77 79.73 71.87 53 54 55 83.04 4210.07 1 1/2 PVC C15 140.0 0. 250 0.22 5.00 0.166 2018.78 0.60 2018.18 2098.60 88.44 80.43 54 55 56 73.91 4283.98 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.148 1995.00 0.60 1994.40 2098.46 112.22 1 04.06 55 56 57 11.03 4295.01 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.027 1995.00 0.60 1994.40 2098.43 112.22 104.03 PQ3 = 12 M. 56 57 58 74.86 4369.87 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.150 1990.30 0.60 1989.70 2098.28 116.92 1 08.58 57 58 59 100.46 4470.33 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.201 1990.23 0.60 1989.63 2098.08 117.00 108.45 58 59 60 111.34 4581.67 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.222 1994.75 0.60 1994.15 2097.86 112.48 103.71 59 60 61 91.60 4673.27 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.183 1995.85 0.60 1995.25 2097.67 111.38 102.43 60 61 62 77.60 4750.87 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.155 1996.46 0.60 1995.86 2097.52 110.77 101.66 61 62 63 102.70 4853.57 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.205 1991.78 0.60 1991.18 2097.31 115.45 106.14 62 63 64 131.85 4985.42 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.263 1987.78 0.60 1987.18 2097.05 119.44 109.87 63 64 65 262.11 5247.53 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.523 1954.12 0.60 1953.52 2096.53 153.10 143.00 PROYECTO: EDF "CONSTRUCCION AGUA POTABLE CRUZ LOMA" CALCULO HIDRAULICO DE LA CONDUCCIÓN PRESURIZADA Nodo OBSERVACIONES 270
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Transcript of Calculo Hidraulico Aduccion y Red Imp
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No Longitud Longitud Diametro Mat. Coef. Caudal Velocidad V max Prdida Cota Alt. Cota Cota Presin presintubera del tramo progr. interno de la Hazen Q max d. del flujo Adm. de carga terreno Excav. tubera piezomtrica esttica dinmica
de a (m) (m) (pulg) tubera C (l/seg) (m/seg) (m/seg) hf (m) (m.s.n.m.) (m) (m.s.n.m.)dinmica (m) (mca) (mca)
SISTEMA DE AGUA POTABLE POR GRAVEDADADUCCION Q fuente mayor a = 6.600 l/s 3.79%
1 Q max d. = 0.250 l/s 0.000 2108.06 0.20 2107.86 2108.06 0.20 0.20 TOMA1 1 2 42.97 42.97 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.086 2107.02 0.60 2106.42 2107.98 1.64 1.55 CAMARA COLECTORA
2 Q fuente = 0.250 l/s 0.000 2107.02 0.60 2106.42 2107.02 0.20 0.20 CAMARA COLECTORA1 2 3 29.54 29.54 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.059 2106.18 0.60 2105.58 2106.96 1.05 1.39 0.612 3 4 26.04 55.58 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.052 2104.12 0.60 2103.52 2106.91 3.11 3.403 4 5 29.43 85.01 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.059 2101.80 0.60 2101.20 2106.85 5.42 5.654 5 6 36.86 121.87 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.074 2098.59 0.60 2097.99 2106.78 8.63 8.795 6 7 61.54 183.41 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.123 2096.92 0.60 2096.32 2106.66 10.31 10.346 7 8 35.61 219.02 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.071 2097.63 0.60 2097.03 2106.58 9.59 9.567 8 9 50.73 269.75 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.101 2095.48 0.84 2094.64 2106.48 11.99 11.858 9 10 54.00 323.75 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.108 2088.50 0.60 2087.90 2106.38 18.72 18.479 10 11 24.00 347.75 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.048 2085.11 2.48 2082.63 2106.33 23.99 23.70
10 11 12 97.54 445.29 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.195 2072.14 1.06 2071.08 2106.13 35.54 35.0511 12 13 58.80 504.09 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.117 2061.40 0.64 2060.76 2106.02 45.87 45.2612 13 14 88.31 592.40 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.176 2059.71 0.60 2059.11 2105.84 47.52 46.7313 14 15 69.81 662.21 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.139 2017.00 0.60 2016.40 2105.70 90.22 89.3014 15 16 11.72 673.93 1 1/2 F.G 125.0 0.250 0.22 5.00 0.029 2016.00 0.60 2015.40 2105.67 91.22 90.27 PQ1 = 12 M. C.P.L.115 16 17 48.44 722.37 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.097 2033.14 0.60 2032.54 2105.57 74.09 73.0416 17 18 46.38 768.75 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.093 2035.48 0.60 2034.88 2105.48 71.74 70.6017 18 19 84.54 853.29 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.169 2039.58 0.60 2038.98 2105.31 67.64 66.3318 19 20 29.45 882.74 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.059 2042.66 0.60 2042.06 2105.25 64.56 63.1919 20 21 117.55 1000.29 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.235 2046.97 0.60 2046.37 2105.02 60.25 58.6520 21 22 77.58 1077.87 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.155 2049.99 0.60 2049.39 2104.86 57.23 55.4721 22 23 107.03 1184.90 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.214 2042.99 0.60 2042.39 2104.65 64.23 62.2622 23 24 160.99 1345.89 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.322 2037.99 0.60 2037.39 2104.33 69.23 66.9423 24 25 82.14 1428.03 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.164 2043.14 0.60 2042.54 2104.16 64.08 61.6224 25 26 85.89 1513.92 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.172 2049.46 0.60 2048.86 2103.99 57.76 55.1325 26 27 62.56 1576.48 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.125 2052.77 0.60 2052.17 2103.87 54.45 51.7026 27 28 73.44 1649.92 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.147 2053.90 0.60 2053.30 2103.72 53.32 50.4227 28 29 111.55 1761.47 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.223 2055.51 0.60 2054.91 2103.50 51.71 48.5928 29 30 89.41 1850.88 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.179 2059.35 0.60 2058.75 2103.32 47.88 44.57 C.P.A. 129 30 31 37.54 1888.42 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.075 2058.31 0.60 2057.71 2103.25 48.91 45.5330 31 32 57.31 1945.73 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.114 2054.96 0.60 2054.36 2103.13 52.26 48.7731 32 33 102.49 2048.22 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.205 2047.44 0.60 2046.84 2102.93 59.78 56.0832 33 34 35.58 2083.80 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.071 2048.86 0.60 2048.26 2102.85 58.36 54.5933 34 35 46.80 2130.60 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.093 2048.64 0.60 2048.04 2102.76 58.58 54.7234 35 36 40.25 2170.85 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.080 2046.08 0.60 2045.48 2102.68 61.14 57.2035 36 37 50.42 2221.27 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.101 2041.92 0.60 2041.32 2102.58 65.30 61.2636 37 38 72.54 2293.81 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.145 2045.71 0.60 2045.11 2102.44 61.51 57.3237 38 39 112.39 2406.20 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.224 2055.88 0.60 2055.28 2102.21 51.34 46.9338 39 40 112.74 2518.94 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.225 2057.49 0.60 2056.89 2101.99 49.73 45.0939 40 41 99.95 2618.89 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.200 2059.83 0.60 2059.23 2101.79 47.39 42.5640 41 42 46.60 2665.49 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.093 2060.00 0.60 2059.40 2101.69 47.22 42.2941 42 43 139.62 2805.11 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.279 2049.15 0.60 2048.55 2101.41 58.07 52.8742 43 44 123.65 2928.76 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.247 2053.80 0.60 2053.20 2101.17 53.42 47.9743 44 45 124.46 3053.22 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.249 2060.20 0.60 2059.60 2100.92 47.03 41.3244 45 46 207.64 3260.86 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.415 2073.08 0.60 2072.48 2100.50 34.14 28.0245 46 47 152.42 3413.28 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.304 2084.34 0.60 2083.74 2100.20 22.88 16.46 C.P.A. 246 47 48 68.50 3481.78 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.137 2059.86 0.60 2059.26 2100.06 47.37 40.8147 48 49 196.19 3677.97 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.392 1988.00 0.60 1987.40 2099.67 119.22 112.2748 49 50 11.22 3689.19 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.028 1988.00 0.60 1987.40 2099.64 119.22 112.24 PQ2 = 12 M.49 50 51 90.03 3779.22 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.180 1998.56 0.60 1997.96 2099.46 108.66 101.50 C.P.L. 250 51 52 98.02 3877.24 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.196 2023.02 0.60 2022.42 2099.27 84.21 76.8551 52 53 137.33 4014.57 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.274 2041.01 0.60 2040.41 2098.99 66.21 58.58 C.P.A. 352 53 54 112.46 4127.03 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.225 2027.50 0.60 2026.90 2098.77 79.73 71.8753 54 55 83.04 4210.07 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.166 2018.78 0.60 2018.18 2098.60 88.44 80.4354 55 56 73.91 4283.98 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.148 1995.00 0.60 1994.40 2098.46 112.22 104.0655 56 57 11.03 4295.01 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.027 1995.00 0.60 1994.40 2098.43 112.22 104.03 PQ3 = 12 M.56 57 58 74.86 4369.87 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.150 1990.30 0.60 1989.70 2098.28 116.92 108.5857 58 59 100.46 4470.33 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.201 1990.23 0.60 1989.63 2098.08 117.00 108.4558 59 60 111.34 4581.67 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.222 1994.75 0.60 1994.15 2097.86 112.48 103.7159 60 61 91.60 4673.27 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.183 1995.85 0.60 1995.25 2097.67 111.38 102.4360 61 62 77.60 4750.87 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.155 1996.46 0.60 1995.86 2097.52 110.77 101.6661 62 63 102.70 4853.57 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.205 1991.78 0.60 1991.18 2097.31 115.45 106.1462 63 64 131.85 4985.42 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.263 1987.78 0.60 1987.18 2097.05 119.44 109.8763 64 65 262.11 5247.53 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.523 1954.12 0.60 1953.52 2096.53 153.10 143.00
PROYECTO: EDF "CONSTRUCCION AGUA POTABLE CRUZ LOMA"CALCULO HIDRAULICO DE LA CONDUCCIN PRESURIZADA
NodoOBSERVACIONES
270
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No Longitud Longitud Diametro Mat. Coef. Caudal Velocidad V max Prdida Cota Alt. Cota Cota Presin presintubera del tramo progr. interno de la Hazen Q max d. del flujo Adm. de carga terreno Excav. tubera piezomtrica esttica dinmica
de a (m) (m) (pulg) tubera C (l/seg) (m/seg) (m/seg) hf (m) (m.s.n.m.) (m) (m.s.n.m.)dinmica (m) (mca) (mca)
PROYECTO: EDF "CONSTRUCCION AGUA POTABLE CRUZ LOMA"CALCULO HIDRAULICO DE LA CONDUCCIN PRESURIZADA
NodoOBSERVACIONES
64 65 66 104.25 5351.78 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.208 1924.46 0.60 1923.86 2096.32 182.77 172.4665 66 67 84.27 5436.05 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.168 1895.96 0.60 1895.36 2096.15 211.26 200.7966 67 68 89.91 5525.96 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.180 1887.27 0.60 1886.67 2095.97 219.95 209.3067 68 69 80.87 5606.83 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.199 1882.25 0.60 1881.65 2095.77 224.98 214.1368 69 70 121.29 5728.12 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.299 1870.36 0.60 1869.76 2095.47 236.86 225.7169 70 71 98.91 5827.03 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.244 1860.47 0.60 1859.87 2095.23 246.76 235.3670 71 72 67.21 5894.24 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.166 1827.05 0.60 1826.45 2095.06 280.18 268.6271 72 73 84.59 5978.83 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.208 1816.02 0.60 1815.42 2094.85 291.20 279.4372 73 74 103.81 6082.64 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.256 1792.50 0.60 1791.90 2094.60 314.72 302.70 C.P.L. 373 74 75 55.93 6138.57 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.138 1789.53 0.60 1788.93 2094.46 317.69 305.5374 75 76 178.88 6317.45 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.441 1854.32 0.60 1853.72 2094.02 252.91 240.3075 76 77 46.31 6363.76 1 1/2 F.G. 125.0 0.250 0.22 5.00 0.114 1880.48 0.60 1879.88 2093.91 226.74 214.0276 77 78 125.07 6488.83 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.250 1927.47 0.60 1926.87 2093.66 179.75 166.7977 78 79 120.72 6609.55 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.241 1972.78 0.60 1972.18 2093.42 134.45 121.2478 79 80 44.24 6653.79 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.088 1977.56 0.60 1976.96 2093.33 129.66 116.3779 80 81 134.25 6788.04 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.268 1987.79 0.60 1987.19 2093.06 119.43 105.8780 81 82 48.00 6836.04 1 1/2 PVC E-40 140.0 0.250 0.22 5.00 0.096 1987.21 0.60 1986.61 2092.96 120.02 106.3681 82 83 103.32 6939.36 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.206 2001.53 0.60 2000.93 2092.76 105.69 91.8382 83 84 114.88 7054.24 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.229 2033.45 0.60 2032.85 2092.53 73.77 59.6883 84 85 99.47 7153.71 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.199 2044.63 0.60 2044.03 2092.33 62.59 48.3084 85 86 47.35 7201.06 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.095 2053.22 0.60 2052.62 2092.23 54.00 39.6185 86 87 100.19 7301.25 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.200 2063.25 0.60 2062.65 2092.03 43.97 29.3886 87 88 68.77 7370.02 1 1/2 PVC C15 140.0 0.250 0.22 5.00 0.137 2073.58 0.60 2072.98 2091.90 33.64 18.92 TANQUE 20 M3
7412.99 33.44 33.44 h = 34.48 m.
RED DE DISTRIBUCION - PRINCIPAL88 19 Flias. 2.308 l/s. 2073.58 0.20 2073.38 2075.18 1.8 0.4 TANQUE 20 M3
75 88 1 77.86 77.86 2 PVC C-9 140.0 2.108 1.04 2.00 1.978 2066.45 0.60 2065.85 2073.20 9.33 7.35 Q = 0.20 L/S76 1 2 78.32 156.18 2 PVC C-9 140.0 2.108 1.04 2.00 1.990 2063.81 0.60 2063.21 2071.21 11.97 8.0077 2 3 129.62 285.80 2 PVC C-9 140.0 2.108 1.04 2.00 3.293 2053.88 0.60 2053.28 2067.92 21.89 14.63 L. LUNA Y TORIBIO MIGUEZ78 3 5 162.98 448.78 2 PVC C-9 140.0 1.908 0.94 2.00 3.444 2034.76 0.60 2034.16 2064.47 41.02 30.32 Q = 0.20 L/S.79 5 6 113.33 562.11 2 PVC C-9 140.0 1.908 0.94 2.00 2.394 2038.17 0.60 2037.57 2062.08 37.61 24.5180 6 7 209.15 771.26 2 PVC C-9 140.0 1.908 0.94 2.00 4.419 2046.13 0.60 2045.53 2057.66 29.65 12.13 Q = 0.10 L/S81 7 8 122.19 893.45 2 PVC C-9 140.0 1.908 0.94 2.00 2.582 2040.63 0.60 2040.03 2055.08 35.15 15.05 MIGUEL HEREDIA82 8 9 105.19 998.64 2 PVC C-9 140.0 1.708 0.84 2.00 1.811 2040.67 0.60 2040.07 2053.27 35.11 13.19 Q = 0.10 L/S83 9 10 232.99 1231.63 2 PVC C-9 140.0 1.708 0.84 2.00 4.011 2039.07 0.60 2038.47 2049.26 36.71 10.78 MARIO HEREDIA84 10 11 46.55 1278.18 2 PVC C-9 140.0 1.608 0.79 2.00 0.717 2037.96 0.60 2037.36 2048.54 37.82 11.18 JOSE SERRUDO85 11 12 140.52 1418.70 2 PVC C-9 140.0 1.508 0.74 2.00 1.921 2032.10 0.60 2031.50 2046.62 43.67 15.11 Q = 0.10 L/S - M. SERRUDO86 12 13 129.60 1548.30 2 PVC C-9 140.0 1.508 0.74 2.00 1.772 2032.05 0.60 2031.45 2044.85 43.72 13.39 J. VARGAS Y A. VARGAS87 13 14 75.51 1623.81 2 PVC C-9 140.0 1.208 0.60 2.00 0.685 2027.90 0.60 2027.30 2044.16 47.88 16.86 ISIDORO LIMON88 14 15 113.94 1737.75 2 PVC C-9 140.0 1.108 0.55 2.00 0.881 2016.68 0.60 2016.08 2043.28 59.10 27.20 SOFIA CEREZO Y FEIPA DIAZ
59.10
15 2016.68 2016.08 2016.48 0.4 0.1 C.R.P.189 15 22 87.44 1825.19 1 1/2 PVC C-15 140.0 0.908 0.80 2.00 1.899 1985.44 0.60 1984.84 2014.58 31.64 29.74 Q = 0.20 L/S90 22 23 71.11 1896.30 1 1/2 PVC C-15 140.0 0.908 0.80 2.00 1.544 1947.47 0.60 1946.87 2013.04 69.61 66.1791 23 24 168.56 2064.86 1 1/2 PVC C-15 140.0 0.908 0.80 2.00 3.660 1932.54 0.00 1932.54 2009.38 83.94 76.8492 24 25 51.71 2116.57 1 1/2 PVC C-15 140.0 0.908 0.80 2.00 1.123 1928.21 0.00 1928.21 2008.25 88.27 80.0593 25 26 220.91 2337.48 1 1/2 PVC C-15 140.0 0.908 0.80 2.00 4.797 1933.15 0.60 1932.55 2003.46 83.93 70.91 Q = 0.21 L/S94 26 27 118.78 2456.26 1 1/2 PVC C-15 140.0 0.908 0.80 2.00 2.579 1941.90 0.60 1941.30 2000.88 75.18 59.58 M. Y C. SERRUDO Y ESC.95 27 29 86.39 2542.65 1 1/2 PVC C-15 140.0 0.700 0.61 2.00 1.159 1941.59 0.60 1940.99 1999.72 75.49 58.73 ADRIAN SERRUDO96 29 30 139.83 2682.48 1 1/2 PVC C-15 140.0 0.600 0.53 2.00 1.411 1935.72 0.60 1935.12 1998.31 81.36 63.19 Q = 0.10 L/S97 30 31 145.00 2827.48 1 1/2 PVC C-15 140.0 0.600 0.53 2.00 1.463 1969.50 0.60 1968.90 1996.85 47.58 27.9598 31 32 73.94 2901.42 1 1/2 PVC C-15 140.0 0.600 0.53 2.00 0.746 1981.85 0.60 1981.25 1996.10 35.23 14.8599 32 33 45.12 2946.54 1 1/2 PVC C-15 140.0 0.600 0.53 2.00 0.455 1985.53 0.60 1984.93 1995.64 31.55 10.72 MARCIAL MENDOZA
100 33 34 353.55 3300.09 1 1/2 PVC C-15 140.0 0.500 0.44 2.00 2.545 1988.87 0.60 1988.27 1993.10 28.21 4.83 Q = 0.10 L/S101 34 35 158.63 3458.72 1 1/2 PVC C-15 140.0 0.300 0.26 2.00 0.444 1979.74 0.60 1979.14 1992.66 37.34 13.52 MELQUIADES ROCHA102 35 37 65.82 3524.54 3/4 PVC C-15 140.0 0.200 0.70 2.00 2.544 1974.89 0.60 1974.29 1990.11 42.20 15.83 SERGIO CARDENAS103 37 38 96.53 3621.07 1/2 PVC C-15 140.0 0.100 0.79 2.00 7.455 1961.48 0.60 1960.88 1982.66 55.60 21.78 Q = 0.10 L/S104 38 39 58.16 3679.23 1/2 PVC C-15 140.0 0.100 0.79 2.00 4.492 1954.36 0.60 1953.76 1978.16 62.72 24.41105 39 40 62.35 3741.58 1/2 PVC C-15 140.0 0.100 0.79 2.00 4.815 1952.86 0.60 1952.26 1973.35 64.22 21.09106 40 41 102.22 3843.80 1/2 PVC C-15 140.0 0.100 0.79 2.00 7.895 1939.88 0.60 1939.28 1965.45 77.20 26.17
41 1939.881 1939.88 1940.28 0.4 0.1 C.R.P.2107 41 42 327.36 4171.16 1/2 PVC C-15 140.0 0.100 0.8 2.00 25.283 1840.13 0.60 1839.53 1915.00 100.75 75.47 TORIBIO MIGUEZ
271
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No Longitud Longitud Diametro Mat. Coef. Caudal Velocidad V max Prdida Cota Alt. Cota Cota Presin presintubera del tramo progr. interno de la Hazen Q max d. del flujo Adm. de carga terreno Excav. tubera piezomtrica esttica dinmica
de a (m) (m) (pulg) tubera C (l/seg) (m/seg) (m/seg) hf (m) (m.s.n.m.) (m) (m.s.n.m.)dinmica (m) (mca) (mca)
PROYECTO: EDF "CONSTRUCCION AGUA POTABLE CRUZ LOMA"CALCULO HIDRAULICO DE LA CONDUCCIN PRESURIZADA
NodoOBSERVACIONES
RED DE DISTRIBUCION - DERIVACION 188 2 Flias. 0.200 l/s. 2073.58 0.20 2073.38 2073.778 1.8 0.4 TANQUE 20 M3
75 88 43 68.77 68.77 3/4 PVC C-15 140.0 0.200 0.70 2.00 2.658 2063.25 0.60 2062.65 2071.12 12.53 8.4776 43 44 100.19 168.96 3/4 PVC C-15 140.0 0.200 0.70 2.00 3.872 2053.22 0.60 2052.62 2067.25 22.55 14.6277 44 45 47.35 216.31 3/4 PVC C-15 140.0 0.200 0.70 2.00 1.830 2044.63 0.60 2044.03 2065.42 31.15 21.3978 45 46 99.47 315.78 3/4 PVC C-15 140.0 0.200 0.70 2.00 3.844 2033.45 0.60 2032.85 2061.57 42.33 28.72 MARIO PAREDES79 46 47 114.88 430.66 1/2 PVC C-15 140.0 0.100 0.79 2.00 8.873 2001.53 0.60 2000.93 2052.70 74.25 51.77 Q = 0.10 L/S.80 47 48 53.59 484.25 1/2 PVC C-15 140.0 0.100 0.79 2.00 4.139 1985.15 0.60 1984.55 2048.56 90.63 64.01 PEDRO RODAS
RED DE DISTRIBUCION - DERIVACION 215 2 Flias. 0.200 l/s. 2016.68 0.60 2016.08 2043.28 59.10 27.20
75 15 16 163.44 163.44 3/4 PVC C-15 140.0 0.200 0.70 2.00 6.317 2007.49 0.60 2006.89 2036.96 68.29 30.0776 16 17 100.41 263.85 3/4 PVC C-15 140.0 0.200 0.70 2.00 3.881 2003.90 0.60 2003.30 2033.08 71.88 29.7977 17 18 100.46 364.31 3/4 PVC C-15 140.0 0.200 0.70 2.00 3.883 1997.62 0.60 1997.02 2029.20 78.16 32.18
18 1997.616 0.6 1997.016 1997.116 0.4 0.1 C.R.P.378 18 19 239.04 603.35 3/4 PVC C-15 140.0 0.200 0.70 2.00 9.239 1983.60 0.60 1983.00 1987.88 14.41 4.8879 19 20 250.09 853.44 3/4 PVC C-15 140.0 0.200 0.70 2.00 9.666 1956.63 0.60 1956.03 1978.21 41.39 22.1880 20 21 95.21 948.65 3/4 PVC C-15 140.0 0.200 0.70 2.00 3.680 1957.66 0.60 1957.06 1974.53 40.36 17.47 F. DIAZ - SOFIA CEREZO
RED DE DISTRIBUCION - DERIVACION 33 1 Flias. 0.100 l/s. 2053.88 0.60 2053.28 2067.92 21.89 14.63
75 3 4 188.44 188.44 3/4 PVC C-15 140.0 0.100 0.4 2.00 2.020 2056.00 0.60 2055.40 2065.90 19.78 10.50 TORIBIO MIGUEZ
RED DE DISTRIBUCION - DERIVACION 410 1 Flias. 0.100 l/s. 2039.07 0.60 2038.47 2049.25615 36.71 10.78
75 10 10-1 32.41 32.41 1/2 PVC C-15 140.0 0.100 0.8 0.00 2.503 2031.88 0.60 2031.28 2046.75 43.90 15.47 MARIO HEREDIA
RED DE DISTRIBUCION - DERIVACION 511 1 Flias. 0.100 l/s. 2037.96 0.60 2037.36 2048.53942 37.82 11.18
75 11 11-1 29.67 29.67 1/2 PVC C-15 140.0 0.100 0.8 2.00 2.292 2040.71 0.60 2040.11 2046.25 35.07 6.14 JOSE SERRUDO
RED DE DISTRIBUCION - DERIVACION 613 1 Flias. 0.100 l/s. 2032.05 0.60 2031.45 2044.8462 43.72 13.39
75 13 13-1 9.40 9.40 1/2 PVC C-15 140.0 0.100 0.8 0.00 0.726 2030.91 0.60 2030.31 2044.12 44.87 13.82 ANASTACIO VARGAS
RED DE DISTRIBUCION - DERIVACION 727 1 Flias. 0.208 l/s. 1941.90 0.60 1941.30 2000.88 75.18 59.58 Q = 0.10 L/S.
75 27 28 20.81 20.81 3/4 PVC C-15 140.0 0.208 0.7 2.00 0.865 1942.61 0.60 1942.01 2000.01 74.47 58.00 M. y C. SERRUDO Y ESC.
RED DE DISTRIBUCION - DERIVACION 833 1 Flias. 0.100 l/s. 1985.53 0.60 1984.93 1995.64475 31.55 10.72
75 33 33-1 32.01 32.01 3/4 PVC C-15 140.0 0.100 0.4 2.00 0.343 1989.57 0.60 1988.97 1995.30 27.51 6.33 MARCIAL MENDOZA
RED DE DISTRIBUCION - DERIVACION 934 1 Flias. 0.200 l/s. 1988.87 0.60 1988.27 1993.09928 28.21 4.83
75 34 34-1 28.86 28.86 3/4 PVC C-15 140.0 0.200 0.7 2.00 1.115 1985.29 0.60 1984.69 1991.98 31.79 7.29 M. ROCHA Y E. ROCHA
RED DE DISTRIBUCION - DERIVACION 1035 1 Flias. 0.100 l/s. 1979.74 0.60 1979.14 1992.65539 37.34 13.52
75 35 36 148.50 148.50 1/2 PVC C-15 140.0 0.100 0.8 2.00 11.469 1975.21 0.60 1974.61 1981.19 41.87 6.58 MARIA MARQUEZ
6094.16
272
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No Longitud Longitud Diametro Mat. Coef. Caudal Velocidad V max Prdida Cota Alt. Cota Cota Presin presintubera del tramo progr. interno de la Hazen Q max d. del flujo Adm. de carga terreno Excav. tubera piezomtrica esttica dinmica
de a (m) (m) (pulg) tubera C (l/seg) (m/seg) (m/seg) hf (m) (m.s.n.m.) (m) (m.s.n.m.)dinmica (m) (mca) (mca)
PROYECTO: EDF "CONSTRUCCION AGUA POTABLE CRUZ LOMA"CALCULO HIDRAULICO DE LA CONDUCCIN PRESURIZADA
NodoOBSERVACIONES
SISTEMA DE AGUA POTABLE POR GRAVEDAD
ADUCCIONLONGITUD QUEBRADA LONGITUD A INSTALAR
TUB. FG 1 1/2" = 871.77 PASARELA 1 FG 1 1/2" = 11.72 M 12.00 MTUB. PVC 1 1/2" C-15 = 4477.86 PASARELA 2 FG 1 1/2" = 11.22 M 12.00 MTUB. PVC 1 1/2" E-40 = 2063.36 PASARELA 3 FG 1 1/2" = 11.03 M 12.00 M
7412.99 TOTAL PASO DE QUEBRADA Y PASARELA FG = 33.97 M
RED DE DISTRIBUCION PILETAS = 20.00 PZAS.
TUB. PVC 2" C-9 = 1737.75 C.R.P. = 3.00 PZAS.TUB. PVC 1 1/2" C-15 = 1720.97
TUB. PVC 3/4" C-15 = 1539.50TUB. PVC 1/2" C-15 = 1125.94
6124.16
273
