CALCULO DE CAUDAL UNITARIO POR AREA DE APORTACION

DATOS:

cmh = 6.9 l/sArea total= 8.805 haPoblacion = 960 habDensidad Poblacional 109.029 hab

NUDO

NM 0.56 0.44 60.9513- 0.56 0.44 60.7314 0.44 0.34 47.97L 0.18 0.14 19.41K 0.37 0.29 40.348- 0.21 0.16 22.909 0.29 0.22 31.07

10 0.37 0.29 40.3411 0.31 0.24 34.0212 0.15 0.12 16.35J 0.41 0.32 44.377 0.35 0.27 38.16I 1.14 0.89 124.18H 0.26 0.20 28.35G 0.09 0.07 9.49F 0.28 0.22 30.316 0.17 0.13 17.99E 0.24 0.19 26.39D 0.29 0.23 31.844- 0.37 0.29 40.785 0.22 0.17 23.88C 0.26 0.20 28.132 0.38 0.29 40.993 0.27 0.21 29.66B 0.23 0.18 24.751 0.27 0.21 29.22A 0.16 0.13 17.44

TOTAL 8.81 6.90 960.00

Area Parcial

Caudal Nudo

Poblacion Parcial

Abscisa Long.Diámetro (mm)

Re f HfPresión

Interior Estática DinámicaPLANTA 70.700 70.700 0.000 0.000

19432.70 85.00 500 452.4 1ESTACION 10.823 50.990 59.877 40.167

396.42 85.00 0.75 500 452.4 1 379955.207 0.0138 0.345CONEXIÓN 1 12.104 50.645 58.596 38.541

38.89 0.75 200 181 1 152015.677 0.0165 0.1011 11.814 50.544 58.886 38.730

354.90 0.75 200 181 152015.677 0.0165 0.9212 12.101 49.623 58.599 37.522

785.95 0.75 110 99.6 1 83650.6159 0.0186 4.1943 11.366 45.430 59.334 34.064

19.20 0.75 160 144.8 1 121612.542 0.0172 0.0654 11.330 45.365 59.370 34.035

793.60 0.75 110 99.6 1 83650.6159 0.0186 4.2345 12.101 41.130 58.599 29.029

353.11 0.75 63 57 1 47872.3404 0.0211 3.7236 11.39 37.407 59.310 26.017

1138.31 0.75 63 57 1 47872.3404 0.0211 12.0037 9.837 25.404 60.863 15.567

894.88 0.75 90 81.4 1 68365.0616 0.0195 6.1038 6.605 19.301 64.095 12.696

203.65 0.75 90 81.4 1 68365.0616 0.0195 1.389N 7.04 17.912 63.660 10.872

Caudal Diseño

Velocidad (m/s)

Presión trabajo

Cota de Terreno

Cota PiezoetricaNomin

al

CALCULO RED DISTRIBUCION CIUDADELA "EL PESCADOR"

Abscisa Long.Diámetro (mm)

S HfPresión

Obs.

Nominal Interior Estática DinámicaPLANTA 70.700 70.700 0.000 0.00

Conexión N 7.040 17.912 63.660 10.87253.87 6.90 90 81.4 1 0.0227 1.22 1.33 E/C

M 6.645 16.688 64.055 10.04369.43 1.22 63 57 1 0.0052 0.36 0.48 E/C

13 6.725 16.326 63.975 9.60172.78 0.78 50 45.2 1 0.0071 0.51 0.49 E/C

14 6.854 15.812 63.846 8.958

M 6.645 16.688 64.055 10.04366.21 6.12 90 81.4 1 0.0182 1.20 1.18 E/C

L 7.182 15.483 63.518 8.30174.77 5.68 90 81.4 1 0.0159 1.19 1.09 E/C

K 7.032 14.298 63.668 7.26656.69 1.33 63 57 1 0.0061 0.35 0.52 E/C

8 7.180 13.952 63.520 6.77269.14 1.04 63 57 1 0.0039 0.27 0.41 E/C

9 7.745 13.684 62.955 5.93977.00 0.88 50 45.2 1 0.0087 0.67 0.55 E/C

10 7.876 13.013 62.824 5.137108.00 0.65 50 45.2 1 0.0051 0.55 0.41 E/C

11 7.510 12.467 63.190 4.95750.26 0.36 50 45.2 1 0.0017 0.09 0.23 E/C

12 7.870 12.382 62.830 4.512

K 7.032 14.298 63.668 7.26669.36 4.50 90 81.4 1 0.0103 0.71 0.87 E/C

J 7.039 13.584 63.661 6.54548.02 0.59 50 45.2 1 0.0042 0.20 0.37 E/C

7 7.124 13.380 63.576 6.256

J 7.039 13.584 63.661 6.545

Caudal Diseño

Presión trabajo

Cota de Terreno

Cota Piezoetrica

Velocidad (m/s)

77.98 3.94 90 81.4 1 0.0080 0.63 0.76 E/CI 7.373 12.957 63.327 5.584

144.33 3.62 90 81.4 1 0.0069 0.99 0.70 E/CH 7.100 11.964 63.600 4.864

63.07 2.73 90 81.4 1 0.0041 0.26 0.52 E/CG 6.697 11.708 64.003 5.011

52.55 2.52 90 81.4 1 0.0035 0.19 0.48 E/CF 6.691 11.523 64.009 4.832

70.99 0.35 50 45.2 1 0.0016 0.11 0.22 E/C6 7.044 11.411 63.656 4.367

F 6.691 11.523 64.009 4.83261.84 2.32 90 81.4 1 0.0030 0.19 0.45 E/C

E 7.350 11.335 63.350 3.98552.00 2.11 90 81.4 1 0.0025 0.13 0.40 E/C

D 7.902 11.204 62.798 3.30261.84 0.69 50 45.2 1 0.0057 0.35 0.43 E/C

4 6.850 10.854 63.850 4.00470.99 0.46 50 45.2 1 0.0027 0.19 0.3 E/C

5 7.045 10.662 63.655 3.617

D 7.902 11.204 62.798 3.30252.00 1.92 63 57 1 0.0120 0.63 0.75 E/C

C 7.712 10.579 62.988 2.86761.84 0.71 50 45.2 1 0.0059 0.37 0.44 E/C

2 6.930 10.213 63.770 3.28370.95 0.51 50 45.2 1 0.0032 0.23 0.32 E/C

3 7.978 9.988 62.722 2.010

C 7.712 10.579 62.988 2.86752.00 0.72 50 45.2 1 0.0060 0.31 0.45 E/C

B 7.600 10.267 63.100 2.66739.69 0.39 50 45.2 1 0.0019 0.08 0.24 E/C

1 6.683 10.190 64.017 3.507

B 7.600 10.267 63.100 2.66742.25 0.30 50 45.2 1 0.0012 0.05 0.19 E/C

A 7.840 10.215 62.860 2.375

1789.85

volumen de excavacion 44.52