Diseño de red de agua potable

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PROYECTO: COMUNIDAD: DEPARTAMENTO:

Diseño de la Introducción de agua potable

DISEÑO HIDRAULICO RED DE DISTRIBUCION POR GRAVEDAD
NOTA: Nivel estatico cota del tanque de distribucion L Tomada (m) COTA TERRENO INICIAL FINAL Diametr Diametro % L Diferencia Q TOTAL o Interno de Diseño DISEÑO TUBOS Incremento Nominal Cotas (l/s) (m) (pulg.) (pulg.) Qhm.=0,876 L/S 1.006 1.016 1.045 1.027 1.0001.001 1.011 1.007 14.98 26.55 35.67 35.62 72.47 102.53 62.59 90.60 3 5 6 6 13 18 11 16 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 1 1/4 1 1/4 1 1/4 1 1/4 1 1 1 1 1.532 1.532 1.532 1.532 1.195 1.195 1.195 1.195 PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi 150 150 150 150 150 150 150 150 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.00 0.000.00 0.00 0.00 0.00 0.00 0.00 929.260 927.580 927.580 927.580 927.580 927.580 927.580 927.580 929.260 927.580 927.580 927.580 927.580 927.580 927.580 927.580 0.000 0.000 4.650 15.020 23.140 24.570 19.930 29.090 1.680 4.650 15.020 23.140 24.570 19.930 29.090 40.120 0.000 0.000 4.650 15.020 23.140 24.570 19.930 29.090 1.680 4.650 15.020 23.140 DESVIO RAMAL 2 24.570 DESVIO RAMAL 1,1 19.930 29.09040.120 caja rompe presion Cte . de Tuberia Perdida Hf (m) NIVEL ESTATICO = 929,26 COTA PIEZOMETRICA INICIAL FINAL PRESION ESTATICA INICIAL FINAL

TRAMO E P.O

TIPO TUBERIA

V (m/s)

PRESION DINAMICA INICIAL FINAL

OBSERVACIONES

RED DE DIST. RAMAL 1 46 83 84 85 86 87 88 83 84 85 86 87 88 88.19 14.89 26.14 34.13 34.68 72.46 102.42 61.92 89.93

VIVIENDA FUTURA=108 929.26 927.58 922.93912.56 904.44 903.01 907.65 898.49 927.58 922.93 912.56 904.44 903.01 907.65 898.49 887.46 1.680 4.650 10.370 8.120 1.430 -4.640 9.160 11.030

88.19 88.7

RED DE DEST. RAMAL 2, VIVIENDAS FUTURAS= 47. 86 89 89.3 89.4 90.a 91 92 93 93a 95a 95b 95c 95d 95e 96 96a 97 89 89.3 89.4 90.a 91 92 93 93a 95a 95b 95c 95d 95e 96 96a 97 97.4 66.54 12.69 12.53 22.27 123.14 54.7 68.81 87.92 30.13 14.88 17.5362.41 79.07 47.21 54.96 113.98 104.26 904.44 898.88 898.04 898.54 896.28 884.69 880.46 876.72 875.39 871.35 869.56 868.09 874.43 876.3 877.72 875.96 884.27 898.88 898.04 898.54 896.28 884.69 880.46 876.72 875.39 871.35 869.56 868.09 874.43 876.3 877.72 875.96 884.27 882.46 5.560 0.840 -0.500 2.260 11.590 4.230 3.740 1.330 4.040 1.790 1.470 -6.340 -1.870 -1.420 1.760 -8.310 1.810 1.003 1.002 1.0011.005 1.004 1.003 1.001 1.000 1.009 1.007 1.004 1.005 1.000 1.000 1.001 1.003 1.000

Qhm=0,38 L/S 66.77 12.72 12.54 22.38 123.68 54.86 68.91 87.93 30.40 14.99 17.59 62.73 79.09 47.23 54.99 114.28 104.28 12 3 3 4 21 10 12 15 6 3 3 11 14 8 10 20 18 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 0.380 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1.195 1.195 1.1951.195 1.195 1.195 1.195 1.195 1.195 1.195 1.195 1.195 1.195 1.195 1.195 1.195 1.195 PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi H. G. PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi PVC. 160psi 150 150 150 150 150 150 150 150 150 150 100 150 150 150 150 150 150 0.769 0.147 0.144 0.258 1.425 0.632 0.794 1.0130.350 0.173 0.429 0.723 0.911 0.544 0.634 1.317 1.202 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 904.440 903.671 903.524 903.380 903.122 901.697 901.065 900.271 899.258 898.908 898.735 898.306 897.583 896.672 896.128 895.494 894.177 903.671 903.524 903.380 903.122 901.697 901.065 900.271 899.258 898.908 898.735 898.306 897.583 896.672 896.128 895.494 894.177892.975 0.000 4.791 5.484 4.840 6.842 17.007 20.605 23.551 23.868 27.558 29.175 30.216 23.153 20.372 18.408 19.534 9.907 4.791 5.484 4.840 6.842 17.007 20.605 23.551 23.868 27.558 29.175 30.216 23.153 20.372 18.408 19.534 9.907 10.515 0.000 5.560 6.400 5.900 8.160 19.750 23.980 27.720 29.050 33.090 34.880 36.350 30.010 28.140 26.720 28.480 20.170 5.560 6.400 5.900 8.160 19.750 23.980 27.720...
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