red de agua potable metodo de cross

CIRCUITOCrucero Longitud (m) Gasto (l.p.s)

DIAMETROS PERDIDASH (m) H / Q Corrección 1

Propio Común 1 2 3 1 2 3

11 1-2 17.56 44.7055 8 10 12 0.14 0.04 0.02 0.04 0.0010 0.028 0.0281 2-3 125.89 43.7000 8 10 12 0.99 0.30 0.11 0.30 0.0068 0.028 0.0281 3-4 125.89 42.2855 8 10 12 0.93 0.28 0.11 0.28 0.0066 0.028 0.0281 4-5 118.58 41.0664 8 10 12 0.82 0.25 0.09 0.25 0.0060 0.028 0.0281 5-6 67.49 39.7731 8 10 12 0.44 0.13 0.05 0.13 0.0033 0.028 0.0281 6-7 71.65 39.5539 8 10 12 0.46 0.14 0.05 0.14 0.0035 0.028 0.0281 7-8 71.65 38.4130 8 10 12 0.43 0.13 0.05 0.13 0.0034 0.028 0.0281 8-9 71.65 37.3701 8 10 12 0.41 0.12 0.05 0.12 0.0033 0.028 0.0281 9-10 30.35 36.1319 8 10 12 0.16 0.05 0.02 0.05 0.0014 0.028 0.0281 10-11 27.11 35.1526 6 8 10 0.65 0.14 0.04 0.14 0.0039 0.028 0.028

1 11-12 83.60 34.3701 6 8 10 1.90 0.41 0.12 0.41 0.0118 0.028 0.0281 2 12-59 25.90 22.9381 6 8 10 0.26 0.06 0.02 0.06 0.0024 0.028 -0.680 -0.6521 2 59-60 52.00 22.0620 6 8 10 0.49 0.10 0.03 0.10 0.0047 0.028 -0.680 -0.6521 2 60-62 52.00 20.1246 5 6 8 1.06 0.41 0.09 0.41 0.0202 0.028 -0.680 -0.6521 2 62-63 52.00 18.1228 5 6 8 0.86 0.33 0.07 0.33 0.0182 0.028 -0.680 -0.6521 2 63-65 52.00 18.1868 5 6 8 0.86 0.33 0.07 0.33 0.0182 0.028 -0.680 -0.6521 2 65-72 66.00 14.2002 4 5 6 2.15 0.67 0.26 0.67 0.0471 0.028 -0.680 -0.652

SUMA = 3.88 0.1619

1 4 72-71 101.00 15.5677 5 6 8 1.23 0.47 0.10 0.47 0.030 0.028 -0.550 -0.522

1 4 71-70 100.00 17.4931 5 6 8 1.54 0.59 0.13 0.59 0.034 0.028 -0.550 -0.522

1 4 70-69 100.00 19.2432 5 6 8 1.86 0.71 0.15 0.71 0.037 0.028 -0.550 -0.522

1 4 69-68 100.00 21.2889 5 6 8 2.28 0.87 0.19 0.87 0.041 0.028 -0.550 -0.522

1 4 68-67 100.00 23.1819 6 8 10 1.04 0.22 0.07 0.22 0.010 0.028 -0.550 -0.522

1 4 67-66 100.00 24.5122 6 8 10 1.16 0.25 0.07 0.25 0.010 0.028 -0.550 -0.522

1 4 66-45 26.16 24.5972 6 8 10 0.30 0.07 0.02 0.07 0.003 0.028 -0.550 -0.522

1 45-46 8.80 35.8466 6 8 10 0.22 0.05 0.01 0.05 0.001 0.028 0.028

1 46-47 58.55 37.0672 8 10 12 0.33 0.10 0.04 0.04 0.001 0.028 0.028

1 47-48 52.34 38.2870 8 10 12 0.32 0.10 0.04 0.10 0.002 0.028 0.028

1 48-49 52.34 39.5064 8 10 12 0.34 0.10 0.04 0.10 0.003 0.028 0.028

1 49-50 52.34 40.7358 8 10 12 0.36 0.11 0.04 0.11 0.003 0.028 0.028

1 50-51 52.34 41.6054 8 10 12 0.37 0.11 0.04 0.11 0.003 0.028 0.028

1 51-52 52.27 42.6562 8 10 12 0.39 0.12 0.04 0.12 0.003 0.028 0.028

1 52-1 45.04 42.8025 8 10 12 0.34 0.10 0.04 0.10 0.002 0.028 0.028

SUMA = 3.90 0.182

COTAS

Piezom. Terreno

#REF! 113.170 #REF!44.73 0.04 0.001 #REF! 113.241 #REF!43.73 0.30 0.007 #REF! 113.514 #REF!42.31 0.28 0.007 #REF! 223.242 #REF!41.09 0.25 0.006 #REF! 113.113 #REF!39.80 0.13 0.003 #REF! 112-559 #REF!39.58 0.14 0.004 #REF! 111.559 #REF!38.44 0.13 0.003 #REF! 111.098 #REF!37.40 0.12 0.003 #REF! 109.527 #REF!36.16 0.05 0.001 121.780 108.179 15.00035.18 0.14 0.004 #REF! 106.752 #REF!

34.40 0.41 0.012 #REF! 106.493 #REF!22.29 0.05 0.002 #REF! #REF!21.41 0.10 0.005 #REF! #REF!19.47 0.38 0.020 #REF! #REF!17.47 0.31 0.017 #REF! #REF!17.54 0.31 0.018 #REF! #REF!13.55 0.61 0.045 #REF! #REF!

SUMA = 3.74 0.0951

15.05 0.44 0.029 #REF! 108.150 #REF!

16.97 0.55 0.033 #REF! 108.480 #REF!

18.72 0.68 0.036 #REF! 108.900 #REF!

20.77 0.83 0.040 #REF! 109.270 #REF!

22.66 0.21 0.009 #REF! 109.650 #REF!

23.99 0.24 0.010 #REF! 110.130 #REF!

24.08 0.06 0.003 #REF! 110.670 #REF!

35.88 0.05 0.001 #REF! 110.750 #REF!

37.10 0.04 0.001 #REF! 110.060 #REF!

38.32 0.10 0.002 #REF! 109.450 #REF!

39.53 0.10 0.003 #REF! 109.440 #REF!

40.76 0.11 0.003 #REF! 109.970 #REF!

41.63 0.11 0.003

42.68 0.12 0.003

42.83 0.10 0.002

SUMA = 3.73 0.1776

Q1 (l.p.s) H1 (m) H1 / Q1

CARGA Disponi

ble

∆1 = ∆1 = 0.028




12

2 12-13 115.73 11.1605 4 5 6 2.33 0.72 0.28 0.72 0.0649 0.068 0.068

2 13-14 101.52 10.7846 4 5 6 1.91 0.59 0.23 0.59 0.0550 0.068 0.068

2 14-15 96.47 9.9373 4 5 6 1.54 0.48 0.18 0.18 0.0185 0.068 0.068

2 15-16 101.31 9.0781 3 4 5 6.51 1.35 0.42 1.35 0.1487 0.068 0.068

2 16-17 71.64 9.0546 3 4 5 4.58 0.95 0.30 0.95 0.1048 0.068 0.068

2 17-18 71.64 8.1611 3 4 5 3.72 0.77 0.24 0.77 0.0945 0.068 0.068

2 18-19 71.64 7.3053 3 4 5 2.98 0.62 0.19 0.19 0.0263 0.068 0.068

2 19-20 71.64 6.3635 2.5 3 4 5.64 2.26 0.47 2.26 0.3553 0.068 0.068

2 20-21 71.64 5.3477 2.5 3 4 3.98 1.60 0.33 0.33 0.0619 0.068 0.068

2 21-22 90.92 4.3880 2.5 3 4 3.40 1.36 0.28 0.28 0.0645 0.068 0.068

SUMA = 7.64 0.9944

2 3 22-77 123.14 5.1342 2.5 3 4 6.31 2.53 0.52 2.53 0.493 0.068 -0.247 -0.179

2 3 77-76 100.00 6.7382 3 4 5 3.54 0.73 0.23 0.73 0.109 0.068 -0.247 -0.179

2 3 76-75 100.00 8.4271 3 4 5 5.54 1.15 0.36 1.15 0.136 0.068 -0.247 -0.179

2 3 75-74 100.00 10.1313 4 5 6 1.66 0.52 0.20 0.52 0.051 0.068 -0.247 -0.179

2 3 74-73 100.00 11.8072 4 5 6 2.25 0.70 0.27 0.70 0.059 0.068 -0.247 -0.179

2 3 73-72 114.00 12.1775 4 5 6 2.73 0.85 0.33 0.85 0.070 0.068 -0.247 -0.179

2 1 72-65 66.00 14.2002 5 6 8 0.67 0.26 0.05 0.26 0.018 0.068 -0.028 0.040

2 1 65-63 52.00 16.1868 5 6 8 0.68 0.26 0.06 0.26 0.016 0.068 -0.028 0.040

2 1 63-62 52.00 18.1228 5 6 8 0.86 0.33 0.07 0.33 0.018 0.068 -0.028 0.040

2 1 62-60 52.00 20.1246 5 6 8 1.06 0.41 0.09 0.41 0.020 0.068 -0.028 0.040

2 1 60-59 52.00 22.0620 6 8 10 0.49 0.10 0.03 0.10 0.005 0.068 -0.028 0.040

2 1 59-12 25.90 22.9381 6 8 10 0.26 0.06 0.02 0.06 0.002 0.068 -0.028 0.040

SUMA = 7.89 0.9976

∆2 = ∆2 = 0.0681



(H1-H2)/(1.85*(H1/Q+H2/Q))

(H1-H2)/(1.85*(H1/Q+H2/Q))

COTAS

Piezom. Terreno

#REF! 111.670 #REF!

11.23 0.73 0.065 #REF! 110.460 #REF!

10.85 0.60 0.055 #REF! 109.380 #REF!

10.01 0.19 0.019 #REF! 108.170 #REF!

9.15 1.37 0.150 #REF! 107.710 #REF!

9.12 0.96 0.106 #REF! 107.340 #REF!

8.23 0.78 0.095 #REF! 106.690 #REF!

7.37 0.20 0.027 #REF! 106.080 #REF!

6.43 2.31 0.359 #REF! 105.520 #REF!

5.42 0.34 0.063 #REF! 104.930 #REF!

4.46 0.29 0.065 #REF! 104.020 #REF!

SUMA = 7.77 1.0038

4.96 2.36 0.476 #REF! 106.850 #REF!

6.56 0.70 0.106 121.780 106.780 15.000

8.25 1.10 0.133 #REF! 107.650 #REF!

9.95 0.50 0.050 #REF! 108.190 #REF!

11.63 0.68 0.058 #REF! 108.640 #REF!

12.00 0.82 0.069 #REF! 109.090 #REF!

14.24 0.26 0.018 #REF! 109.490 #REF!

16.23 0.26 0.016 #REF! 109.900 #REF!

18.16 0.33 0.018 #REF! 110.460 #REF!

20.16 0.41 0.020 #REF! 110.890 #REF!

22.10 0.10 0.005

22.98 0.06 0.002

SUMA = 7.57 0.97

COTAS

Q1 (l.p.s) H1 (m) H1 / Q1

CARGA Disponi

ble

Q1 (l.p.s) H1 (m) H1 / Q1

CARGA Disponi

Propio ComúnCrucero Longitud (m) Gasto (l.p.s)

1 2 3 1 2 3H (m) H / Q Corrección 1

223 22-23 6.42 6.27 3 4 5 0.20 0.04 0.01 0.04 0.007 0.247 0.2473 23-24 52.20 6.2520 3 4 5 1.59 0.33 0.10 0.33 0.053 0.247 0.2473 24-25 56.15 6.0825 3 4 5 1.62 0.34 0.10 0.34 0.055 0.247 0.2473 25-26 56.15 4.8802 2.5 3 4 2.60 1.04 0.22 0.22 0.044 0.247 0.247

3 26-27 56.15 7.7123 3 4 5 2.60 0.54 0.17 0.54 0.070 0.247 0.247

3 27-28 56.15 2.5788 - 2.5 3 - 0.73 0.29 0.29 0.113 0.247 0.247

3 28-29 56.15 1.4797 - 2.5 3 - 0.24 0.10 0.10 0.065 0.247 0.247

3 29-30 0.83 0.4266 - - 2.5 - - 0.00 0.00 0.001 0.247 0.247

3 30-31 114.02 1.3643 - 2.5 3 - 0.17 0.17 0.17 0.121 0.247 0.247

3 31-32 42.66 2.3026 - 2.5 3 - 0.18 0.18 0.18 0.077 0.247 0.247

3 32-33 168.95 3.6848 - 3 4 - 0.37 0.37 0.37 0.101 0.247 0.247

3 33-34 88.17 3.9712 2.5 3 4 2.70 0.22 0.22 0.22 0.057 0.247 0.247

3 34-35 110.69 5.1542 2.5 3 4 5.72 0.48 0.48 0.48 0.092 0.247 0.247

3 35-36 19.04 5.2260 2.5 3 4 1.01 0.08 0.08 0.08 0.016 0.247 0.247

SUMA = 3.35 0.870

3 4 36-88 46.49 2.6130 - 2.5 3 - 0.62 0.25 0.62 0.236 0.247 -0.550 -0.3033 4 88-87 52.00 4.1182 2.5 2.5 3 1.71 1.71 0.69 0.69 0.167 0.247 -0.550 -0.303

3 4 87-84 52.00 5.7300 2.5 3 4 3.32 1.33 0.28 0.28 0.048 0.247 -0.550 -0.303

3 4 84-82 52.00 7.5823 3 4 5 2.33 0.48 0.15 0.15 0.020 0.247 -0.550 -0.303

3 4 82-81 52.00 9.5085 3 4 5 3.66 0.76 0.24 0.24 0.025 0.247 -0.550 -0.303

3 4 81-79 52.00 11.3845 4 5 6 1.09 0.34 0.13 0.13 0.011 0.247 -0.550 -0.303

3 4 79-78 52.00 13.4643 5 6 8 0.47 0.18 0.04 0.04 0.003 0.247 -0.550 -0.303

3 4 78-72 53.00 15.7940 5 6 8 0.66 0.25 0.05 0.05 0.003 0.247 -0.550 -0.303

3 2 72-73 114.00 12.1775 4 5 6 2.73 0.85 0.33 0.33 0.027 0.247 -0.028 0.219

3 2 73-74 100.00 11.8072 4 5 6 2.25 0.70 0.27 0.27 0.023 0.247 -0.028 0.219

3 2 74-75 100.00 10.1313 4 5 6 1.66 0.52 0.20 0.20 0.020 0.247 -0.028 0.219

3 2 75-76 100.00 8.4271 3 4 5 5.54 1.15 0.36 0.36 0.042 0.247 -0.028 0.219

3 2 76-77 100.00 6.7382 3 4 5 3.54 0.73 0.23 0.73 0.109 0.247 -0.028 0.2193 2 77-22 123.14 5.1342 2.5 3 4 6.31 6.31 0.01 0.01 0.003 0.247 -0.028 0.219

SUMA = 4.09 0.736

∆3 = ∆3 = 0.247(H1-H2)/(1.85*(H1/Q+H2/Q))

Piezom. Terreno

#REF! 106.780 15.0006.52 0.04 0.0076.50 0.36 0.055 #REF! 106.250 #REF!6.33 0.36 0.057 #REF! 105.720 #REF!5.13 0.24 0.047 #REF! 105.250 #REF!

7.96 0.57 0.072 #REF! 104.770 #REF!

2.83 0.35 0.124 #REF! 104.220 #REF!

1.73 0.13 0.076 #REF! 103.640 #REF!

0.67 0.00 0.001 #REF! 103.030 #REF!

1.61 0.23 0.143 #REF! 102.600 #REF!

2.55 0.22 0.085 #REF! 102.260 #REF!

3.93 0.42 0.107 #REF! 102.000 #REF!

4.22 0.25 0.060 #REF! 102.270 #REF!

5.40 0.52 0.097 #REF! 103.020 #REF!

5.47 0.09 0.017 #REF! 103.210 #REF!

SUMA = 3.80 0.9404

2.31 0.48 0.209 #REF! 104.440 #REF!3.82 0.59 0.155 #REF! 104.980 #REF!

5.43 0.25 0.046 #REF! 105.630 #REF!

7.28 0.14 0.019 #REF! 106.250 #REF!

9.21 0.22 0.024 #REF! 106.570 #REF!

11.08 0.12 0.011 #REF! 106.720 #REF!

13.16 0.04 0.003 #REF! 107.000 #REF!

15.49 0.05 0.003 #REF! 107.580 #REF!

12.40 0.34 0.027 #REF! 107.350 #REF!

12.03 0.28 0.023 #REF! 106.970 #REF!

10.35 0.21 0.020 #REF! 106.450 #REF!

8.65 0.38 0.043 #REF! 106.200 #REF!

6.96 0.78 0.112 #REF! 106.460 #REF!5.35 0.01 0.003 #REF! 106.780 #REF!

SUMA = 3.89 0.70

Q1 (l.p.s) H1 (m) H1 / Q1 Disponible




36

4 36-37 160.50 3.6888 2.5 3 4 4.25 1.70 0.35 1.70 0.461 0.055 0.055

4 37-38 56.59 4.4667 2.5 3 4 2.19 0.88 0.18 0.18 0.041 0.055 0.055

4 38-39 104.48 5.3232 2.5 3 4 5.76 2.31 0.48 2.31 0.433 0.055 0.055

4 39-93 196.89 5.9627 3 4 5 5.46 1.13 0.35 1.13 0.190 0.055 0.055

4 93-40 0.46 6.7769 3 4 5 0.02 0.00 0.00 0.00 0.001 0.055 0.055

4 40-41 58.47 7.8054 3 4 5 2.78 0.58 0.18 0.58 0.074 0.055 0.055

4 41-42 58.47 8.7533 3 4 5 3.49 0.72 0.23 0.72 0.083 0.055 0.055

4 42-43 58.47 9.8686 4 5 6 0.92 0.29 0.11 0.29 0.029 0.055 0.055

4 43-44 58.47 11.0273 4 5 6 1.15 0.36 0.14 0.36 0.032 0.055 0.055

4 44-45 59.59 35.8180 6 8 10 1.47 3.84 0.09 0.09 0.003 0.055 0.055SUMA = 7.37 1.347

4 1 45-66 26.16 24.5972 6 8 10 0.30 0.07 0.02 0.07 0.003 0.055 -0.280 -0.225

4 1 66-67 100.00 24.5122 6 8 10 1.16 0.25 0.07 0.25 0.010 0.055 -0.280 -0.225

4 1 67-68 100.00 23.1819 6 8 10 1.04 0.22 0.07 0.22 0.010 0.055 -0.280 -0.225

4 1 68-69 100.00 21.2889 5 6 8 2.28 0.87 0.19 0.87 0.041 0.055 -0.280 -0.225

4 1 69-70 100.00 19.2432 5 6 8 1.86 0.71 0.15 0.71 0.037 0.055 -0.280 -0.225

4 1 70-71 100.00 17.4931 5 6 8 1.54 0.59 0.13 0.59 0.034 0.055 -0.280 -0.225

4 1 71-72 101.00 15.5677 5 6 8 1.23 0.47 0.10 0.47 0.030 0.055 -0.280 -0.225

4 2 72-78 53.00 15.7940 5 6 8 0.66 0.25 0.05 0.25 0.016 0.055 0.427 0.482

4 2 78-79 52.00 13.4643 4 5 6 1.52 0.47 0.18 0.47 0.035 0.055 -0.068 -0.0134 2 79-81 52.00 11.3845 4 5 6 1.09 0.34 0.13 0.34 0.030 0.055 -0.068 -0.013

4 2 81-82 52.00 9.5065 4 5 6 0.76 0.24 0.09 0.24 0.025 0.055 -0.068 -0.013

4 2 82-84 52.00 7.5823 3 4 5 2.33 0.48 0.15 0.48 0.064 0.055 -0.068 -0.0134 2 84-87 52.00 5.7300 3 3 4 1.33 1.33 0.28 1.33 0.232 0.055 -0.068 -0.0134 2 87-88 52.00 4.1182 2.5 3 4 1.71 0.69 0.14 0.69 0.167 0.055 -0.068 -0.0134 2 88-36 46.49 2.6130 - 2.5 3 - 0.62 0.25 0.62 0.236 0.055 -0.068 -0.013

SUMA = 7.60 0.969

∆4 = ∆4 = 0.055(H1-H2)/(1.85*(H1/Q+H2/Q))

COTAS

Piezom. Terreno

#REF! 104.020 #REF!

3.74 1.75 0.468 #REF! 103.020 #REF!

4.52 0.19 0.041 #REF! 101.990 #REF!

5.38 2.36 0.438 #REF! 101.560 #REF!

6.02 1.15 0.191 #REF! 101.480 #REF!

6.83 0.00 0.001 #REF! 101.270 #REF!

7.86 0.58 0.074 #REF! 100.650 #REF!

8.81 0.73 0.083 #REF! 100.510 #REF!

9.92 0.29 0.029 #REF! 100.210 #REF!

11.08 0.36 0.033 #REF! 100.510 #REF!

35.87 0.10 0.003 #REF! 101.060 #REF!SUMA = 7.51 1.36

24.37 0.06 0.003 #REF! 103.030 #REF!

24.29 0.24 0.010 #REF! 103.640 #REF!

22.96 0.22 0.009 #REF! 104.220 #REF!

21.06 0.85 0.041 #REF! 104.770 #REF!

19.02 0.70 0.037 #REF! 105.250 #REF!

17.27 0.57 0.033 #REF! 105.720 #REF!

15.34 0.46 0.030 #REF! 106.250 #REF!

16.28 0.27 0.017 #REF! 106.780 15.000

13.45 0.47 0.035 #REF! 106.850 #REF!11.37 0.34 0.030 #REF! 106.590 #REF!

9.49 0.24 0.025 #REF! 106.100 #REF!

7.57 0.48 0.064 #REF! 105.260 #REF!5.72 1.32 0.232 #REF! 104.480 #REF!4.10 0.68 0.166 #REF! 104.150 #REF!2.60 0.61 0.235 #REF! 104.020 #REF!

SUMA = 7.52 0.97

Q1 (l.p.s) H1 (m) H1 / Q1

CARGA Disponi

ble

Calculo de poblacion de proyecto Metodo: No. de hab. por vivienda

manzanas tipo

Hab/lote Hab/manzana

119 18 5 90

Total de habitantes en manzanas tipo= 10,710

2142

4512593

Total de habitantes en el fraccionamiento

No. hab.Manzanas tipo 10,710

Manzanas irregulares 2255

Total poblacion de proyecto = 12,965

POBLACION DE PROYECTO FINAL 13,000 Habitantes.

No. de Manzanas tipo

No. lotes por manzana

Calculo de poblacion de proyecto Metodo: No. de hab. por vivienda

manzanas irregulares

No. lotes Hab/lote Hab/manzana

1 20 5 100

2 18 5 903 18 5 904 16 5 80

5 14 5 706 17 5 857 21 5 1058 7 5 359 13 5 65

10 18 5 90

11 13 5 65

12 10 5 5013 6 5 3014 23 5 11515 15 5 7516 10 5 50

17 17 5 8518 5 5 2519 11 5 5520 16 5 8021 4 5 2022 8 5 4023 8 5 4024 8 5 4025 8 5 4026 8 5 4027 8 5 4028 8 5 4029 5 5 2530 8 5 4031 8 5 4032 9 5 4533 12 5 6034 5 5 2535 3 5 1536 19 5 9537 17 5 8538 10 5 5039 7 5 35

No. de Manzana irregular

Total de habitantes en manzanas irregulares= 2,255

Calculo de perdidas por friccion

Q de servicio= 0.09606 m3/stuberia: A - C n= 0.01 L= 1000 mts.

diametrok hf

pulg. mm4 101.6 199.610000 1841.916 152.4 23.790000 219.528 203.2 5.070000 46.78

10 254 1.540000 14.2112 304.8 0.583500 5.3814 355.6 0.254320 2.3516 406.4 0.126100 1.16

Q max. diario = 80.05 l.p.s. = 0.08005 m3/s

hf = K L Q 2

10.2930.0001 n2

1000 L0.08005 Q0.09606 gasto de servicio

Longitud de la red de distribucion

CIRCUITO 1 CIRCUITO 2 RED PRINCIPAL

TRAMO LONGITUD TRAMO LONGITUD TRAMO LONGITUD11-31 526.74 32-81 445.77 A-B 311.8712-30 520.67 31-80 545.52 B-C 1002.1413-29 514.6 30-79 645.28 C-D 372.4915-27 502.45 29-77 686.76 D-E 419.9616-26 496.66 28-TC 321 E-F 376.9617-TC 306.13 76-TC 253.76 F-G 886.5114-CRU 95.03 27-75 686.76 G-H 275.1828-TC 306 26-74 686.76 H-A 281.266-TC 309.26 25-73 686.76 horizontal 1243.457-22 429.85 4-33 464.49 vertical 874.838-21 418.94 3-34 475.41 6044.659-20 408.03 2-35 486.32

4834.36 36-TC 43637-TC 383 * TC: Tapa ciega

38-TC 330 * CRU: crucero

7533.59

CIRCUITO 3 CIRCUITO 4 SUMATORIA

TRAMO LONGITUD TRAMO LONGITUD CIRCUITO 1 4834.3672-59 583.4 59-40 686.76 CIRCUITO 2 7533.5971-58 609.37 58-41 686.76 CIRCUITO 3 5945.1669-57 609.31 57-TC 630 CIRCUITO 4 6388.3467-55 570.58 56-TC 321 PRINCIPAL 6044.6566-54 551.21 43-TC 191.74 LONGITUD TOTAL DE RED

65-53 531.85 55-44 586.98 30,746.1068-TC 176.44 54-TC 52756-TC 306 53-46 520.4419-TC 315 33-51 42320-63 423 34-50 42321-62 423 35-49 42322-61 423 36-48 42323-60 423 37-45 354.88

5945.16 38-42 190.786388.34

volumen tanque

horas sumatoria q max. diario Volumen24 405 80.05 1167.12922 305 80.05 878.94920 200 80.05 576.3618 300 80.05 864.54

GASTOS PARCIALES

Q esp. = 0.00403563 CIRCUITO 1

circuito 1 TRAMO LONGITUDaportaciones 11-31 526.74

tramo long Q esp entre aportacion 12-30 520.6711-31 526.74 0.00403563 2 1.0629 13-29 514.612-30 520.67 0.00403563 2 1.0506 15-27 502.4513-29 514.6 0.00403563 2 1.0384 16-26 496.6616-26 496.66 0.00403563 2 1.0022 17-TP 306.1317-TP 306.13 0.00403563 1 1.2354 14-TP 95.0328-TP 306 0.00403563 1 1.2349 28-TP 30615-27 502.45 0.00403563 2 1.0139 6-TP 309.266-TP 309.26 0.00403563 1 1.2481 7-22 429.857-22 429.85 0.00403563 2 0.8674 8-21 418.948-21 418.94 0.00403563 2 0.8453 9-20 408.03

14-9-20 503.06 0.00403563 3 0.6767 4834.36

circuito 2 CIRCUITO 2aportaciones

tramo long Q esp entre aportacion TRAMO LONGITUD32-81 445.77 0.00403563 2 0.8995 32-81 445.7731-80 545.52 0.00403563 2 1.1008 31-80 545.5230-79 645.28 0.00403563 2 1.3021 30-79 645.2829-77 686.76 0.00403563 2 1.3858 29-77 686.7628-TC 321 0.00403563 1 1.2954 28-TC 32176-TC 253.76 0.00403563 1 1.0241 76-TC 253.7627-75 686.76 0.00403563 2 1.3858 27-75 686.7626-74 686.76 0.00403563 2 1.3858 26-74 686.7625-73 686.76 0.00403563 2 1.3858 25-73 686.764-33 464.49 0.00403563 2 0.9373 4-33 464.493-34 475.41 0.00403563 2 0.9593 3-34 475.412-35 486.32 0.00403563 2 0.9813 2-35 486.3236-TC 436 0.00403563 1 1.7595 36-TC 43637-TC 383 0.00403563 1 1.5456 37-TC 38338-TC 330 0.00403563 1 1.3318 38-TC 330

circuito 3 CIRCUITO 3aportaciones

tramo long Q esp entre aportacion TRAMO LONGITUD72-59 583.4 0.00403563 2 1.1772 72-59 583.471-58 609.37 0.00403563 2 1.2296 71-58 609.3769-57 609.31 0.00403563 2 1.2295 69-57 609.31

67-55 570.58 0.00403563 2 1.1513 67-55 570.5866-54 551.21 0.00403563 2 1.1122 66-54 551.2165-53 531.85 0.00403563 2 1.0732 65-53 531.8520-68-63 599.44 0.00403563 3 0.8064 68-TC 176.4456-TC 306 0.00403563 1 1.2349 56-TC 30619-TC 315 0.00403563 1 1.2712 19-TC 31521-62 423 0.00403563 2 0.8535 20-63 42322-61 423 0.00403563 2 0.8535 21-62 42323-60 423 0.00403563 2 0.8535 22-61 423

23-60 423

circuito 4aportaciones CIRCUITO 4

tramo long Q esp entre aportacion59-40 686.76 0.00403563 2 1.3858 TRAMO LONGITUD58-41 686.76 0.00403563 2 1.3858 59-40 686.7657-TC 630 0.00403563 1 2.5424 58-41 686.7656-TC 321 0.00403563 1 1.2954 57-TC 63055-44 586.98 0.00403563 2 1.1844 56-TC 32154-TC 527 0.00403563 1 2.1268 43-TC 191.7453-46 520.44 0.00403563 2 1.0502 55-44 586.9833-51 423 0.00403563 2 0.8535 54-TC 52734-50 423 0.00403563 2 0.8535 53-46 520.4435-49 423 0.00403563 2 0.8535 33-51 42336-48-43 614.74 0.00403563 3 0.8270 34-50 42337-45 354.88 0.00403563 2 0.7161 35-49 42338-42 190.78 0.00403563 2 0.3850 36-48 423

37-45 354.8838-42 190.78

gastos acumuladosred principal

equilibrio a la izq 0.5319 0.2277 0.7596 56.4300 0.22770.7596 1.1122 0.2277 2.0996 56.4300 0.22772.0996 1.1513 0.2277 3.4786 56.4300 0.22773.4786 0.7993 0.2277 4.5056 56.4300 0.22774.5056 1.2295 0.1308 5.8659 32.4000 0.13085.8659 0.1014 0.0000 5.9673 25.1300 0.10145.9673 1.2296 0.2382 7.4351 59.0200 0.2382

crucero 18 7.4351 1.1772 0.2449 8.8572 60.6900 0.2449

equilib. a la derecha 0.5319 0.2170 0.7488 53.7700 0.21700.7488 0.4032 0.0000 1.1520 99.9000 0.40321.1520 0.8064 0.4157 2.3740 103.0000 0.41572.3740 0.8535 0.4157 3.6433 103.0000 0.41573.6433 0.8535 0.4157 4.9125 103.0000 0.4157

crucero 52 4.9125 0.8535 0.4217 6.1877 104.5000 0.4217

50-50 crucero 52para la derecha 3.0939 0.4823 3.5761 119.5000 0.4823

3.5761 0.8535 0.4157 4.8453 103.0000 0.41574.8453 0.8535 0.4157 6.1145 103.0000 0.41576.1145 0.8535 0.4157 7.3837 103.0000 0.41577.3837 0.8270 0.2431 8.4538 60.2500 0.24318.4538 0.2406 0.0000 8.6944 59.6200 0.24068.6944 1.0502 0.0839 9.8285 20.8000 0.08399.8285 0.7161 0.4211 10.9657 104.3500 0.4211

10.9657 1.1844 0.2525 12.4027 62.5800 0.252512.4027 0.8270 0.1082 13.3379 26.8200 0.108213.3379 0.3850 0.3968 14.1196 98.3200 0.396814.1196 1.3858 0.2139 15.7193 53.0000 0.2139

crucero 39 15.7193 1.3858 0.2199 17.3250 54.5000 0.2199

50-50 crucero 52para arriba 3.0939 0.2038 3.2977 50.5000

3.2977 1.0732 1.0502 0.2139 5.6349 53.00005.6349 1.1122 2.1268 0.2139 9.0878 53.00009.0878 1.1513 1.1844 0.2139 11.6374 53.0000

11.6374 1.2349 1.2954 0.2139 14.3817 53.000014.3817 1.2295 2.5424 0.2139 18.3675 53.000018.3675 1.2296 1.3858 0.2139 21.1967 53.0000

crucero 24 CENTRO 21.1967 1.1772 1.3858 0.2199 23.9796 54.5000

50-50 crucero 18para la derecha 4.4286 0.1622 4.5908 40.1900

4.5908 1.2712 0.4157 0.0000 6.2777 103.00006.2777 0.6767 0.8064 0.4157 8.1764 103.00008.1764 0.8453 0.8535 0.4157 10.2910 103.0000

10.2910 0.8674 0.8535 0.4157 12.4276 103.000012.4276 0.8535 0.4217 0.0000 13.7028 104.5000

50-50 crucero 18para arriba 4.4286 0.3124 4.7409 77.4000

4.7409 1.2354 0.2382 0.0000 6.2146 59.02006.2146 1.0022 0.2152 0.0000 7.4319 53.32007.4319 1.0139 0.2153 0.0000 8.6611 53.35008.6611 0.6767 0.2153 0.0000 9.5531 53.35009.5531 1.0384 0.2153 0.0000 10.8068 53.3500

10.8068 1.0506 0.2153 0.0000 12.0727 53.350012.0727 1.0629 0.0342 0.0000 13.1698 8.480013.1698 0.4635 0.0000 0.0000 13.6332 114.840013.6332 0.6767 0.4180 0.0000 14.7279 103.580014.7279 0.8453 0.4180 0.0000 15.9913 103.580015.9913 0.8674 0.4180 0.0000 17.2767 103.580017.2767 1.2481 0.4241 0.0000 18.9488 105.0800

central50-50 crucero 24para la derecha 18.8412 0.4823 19.3235 119.5000

19.3235 0.9373 0.8535 0.4157 21.5299 103.000021.5299 0.9593 0.8535 0.4157 23.7584 103.000023.7584 0.9813 0.8535 0.4157 26.0089 103.000026.0089 1.7595 0.8270 0.4157 29.0111 103.000029.0111 1.5456 0.7161 0.4157 31.6885 103.000031.6885 1.3318 0.3850 0.2109 33.6161 52.2600

central50-50 crucero 24para arriba 18.8412 0.2805 19.1217 69.5000

19.1217 1.3858 0.2139 0.0000 20.7213 53.000020.7213 1.0022 1.3858 0.2139 23.3231 53.000023.3231 1.0139 1.3858 0.2139 25.9366 53.000025.9366 1.2349 1.2954 0.2139 28.6809 53.000028.6809 1.0384 1.3858 0.2139 31.3189 53.000031.3189 1.0506 1.3021 0.2139 33.8854 53.000033.8854 1.0629 1.1008 0.2139 36.2630 53.000036.2630 0.8995 0.0457 0.0000 37.2082 11.3300

crucero 5 a la derecha

suma de 2 56.1570 0.4850 56.6419 120.1700 0.4850

56.6419 0.9373 0.4180 57.9972 103.5800 0.418057.9972 0.9593 0.4180 59.3745 103.5800 0.418059.3745 0.9813 0.1151 60.4709 28.5300 0.1151

crucero 39 para arribasuma de 2 50.9411 0.2805 51.2216 69.5000 0.2805

51.2216 1.3858 0.2139 52.8212 53.0000 0.213952.8212 1.3858 0.2139 54.4209 53.0000 0.213954.4209 1.3858 0.2139 56.0205 53.0000 0.213956.0205 1.0241 0.2139 57.2585 53.0000 0.213957.2585 1.3858 0.1249 58.7692 30.9600 0.124958.7692 0.1896 0.0000 58.9587 46.9700 0.189658.9587 1.3021 0.4559 60.7167 112.9600 0.455960.7167 1.1008 0.4559 62.2733 112.9600 0.455962.2733 0.8995 0.4199 63.5927 104.0600 0.4199

resultado 124.0637q max horario 124.0800

diferencia 0.0163

gasto especifico con todos los decimales

Q esp. = 0.00403563

circuito 1aportaciones

tramo long Q esp entre aportacion11-31 526.74 0.00403563 2 1.062912-30 520.67 0.00403563 2 1.050613-29 514.6 0.00403563 2 1.038416-26 496.66 0.00403563 2 1.002217-TP 306.13 0.00403563 1 1.235428-TP 306 0.00403563 1 1.234915-27 502.45 0.00403563 2 1.01396-TP 309.26 0.00403563 1 1.24817-22 429.85 0.00403563 2 0.86748-21 418.94 0.00403563 2 0.8453

14-9-20 503.06 0.00403563 3 0.6767

circuito 2aportaciones

tramo long Q esp entre aportacion32-81 445.77 0.00403563 2 0.899531-80 545.52 0.00403563 2 1.100830-79 645.28 0.00403563 2 1.302129-77 686.76 0.00403563 2 1.385828-TC 321 0.00403563 1 1.295476-TC 253.76 0.00403563 1 1.024127-75 686.76 0.00403563 2 1.385826-74 686.76 0.00403563 2 1.385825-73 686.76 0.00403563 2 1.38584-33 464.49 0.00403563 2 0.93733-34 475.41 0.00403563 2 0.95932-35 486.32 0.00403563 2 0.9813

0.2038 36-TC 436 0.00403563 1 1.75950.2139 37-TC 383 0.00403563 1 1.54560.2139 38-TC 330 0.00403563 1 1.33180.21390.21390.21390.2139 circuito 30.2199 aportaciones

tramo long Q esp entre aportacion72-59 583.4 0.00403563 2 1.1772

71-58 609.37 0.00403563 2 1.22960.1622 69-57 609.31 0.00403563 2 1.22950.4157 67-55 570.58 0.00403563 2 1.15130.4157 66-54 551.21 0.00403563 2 1.11220.4157 65-53 531.85 0.00403563 2 1.07320.4157 20-68-63 599.44 0.00403563 3 0.80640.4217 56-TC 306 0.00403563 1 1.2349

19-TC 315 0.00403563 1 1.271221-62 423 0.00403563 2 0.8535

0.3124 22-61 423 0.00403563 2 0.85350.2382 23-60 423 0.00403563 2 0.85350.21520.21530.21530.2153 circuito 40.2153 aportaciones0.0342 tramo long Q esp entre aportacion0.4635 59-40 686.76 0.00403563 2 1.38580.4180 58-41 686.76 0.00403563 2 1.38580.4180 57-TC 630 0.00403563 1 2.54240.4180 56-TC 321 0.00403563 1 1.29540.4241 55-44 586.98 0.00403563 2 1.1844

54-TC 527 0.00403563 1 2.126853-46 520.44 0.00403563 2 1.050233-51 423 0.00403563 2 0.8535

0.4823 34-50 423 0.00403563 2 0.85350.4157 35-49 423 0.00403563 2 0.85350.4157 36-48-43 614.74 0.00403563 3 0.82700.4157 37-45 354.88 0.00403563 2 0.71610.4157 38-42 190.78 0.00403563 2 0.38500.41570.2109

0.28050.21390.21390.21390.21390.21390.21390.21390.0457

23.979721.196818.367514.381711.6375

9.08795.63503.2977

17.325115.719414.119713.337912.402710.9658

9.82868.69458.45397.38386.11464.84543.5762

CIRCUITO 1

TRAMO LONGITUD11-31 526.7412-30 520.6713-29 514.615-27 502.4516-26 496.6617-TP 306.1314-TP 95.0328-TP 3066-TP 309.267-22 429.858-21 418.949-20 408.03

4834.36

CIRCUITO 2

TRAMO LONGITUD32-81 445.7731-80 545.5230-79 645.2829-77 686.7628-TC 32176-TC 253.7627-75 686.7626-74 686.7625-73 686.764-33 464.493-34 475.412-35 486.3236-TC 43637-TC 38338-TC 330

CIRCUITO 3

TRAMO LONGITUD72-59 583.4

71-58 609.3769-57 609.3167-55 570.5866-54 551.2165-53 531.8568-TC 176.4456-TC 30619-TC 31520-63 42321-62 42322-61 42323-60 423

CIRCUITO 4

TRAMO LONGITUD59-40 686.7658-41 686.7657-TC 63056-TC 32143-TC 191.7455-44 586.9854-TC 52753-46 520.4433-51 42334-50 42335-49 42336-48 42337-45 354.8838-42 190.78

CIRCUITOCrucero

DIAMETROS PERDIDASH (m) H / Q Corrección 1 Corrección 2 H1 / Q1 Corrección 3


1

1 1-2 6.56 26.45 6 8 10 0.09 0.02 0.01 0.02 0.001 -0.065 -0.065 26.39 0.02 0.001 0.145 0.145 26.53 0.02 0.00 -0.024

1 2-3 55.41 25.44 6 8 10 0.69 0.15 0.04 0.15 0.006 -0.065 -0.065 25.37 0.15 0.006 0.145 0.145 25.52 0.15 0.01 -0.024

1 3-4 57.77 24.29 6 8 10 0.66 0.14 0.04 0.66 0.027 -0.065 -0.065 24.23 0.65 0.027 0.145 0.145 24.37 0.66 0.03 -0.024

1 2 4-45 79.00 15.28 5 6 8 0.93 0.36 0.08 0.36 0.023 -0.065 -0.159 -0.224 15.06 0.34 0.023 0.145 0.022 0.167 15.22 0.35 0.02 -0.024

1 2 45-46 105.00 13.61 5 6 8 0.98 0.37 0.08 0.37 0.028 -0.065 -0.159 -0.224 13.38 0.36 0.027 0.145 0.022 0.167 13.55 0.37 0.03 -0.024

1 2 46-47 105.00 12.13 4 5 6 2.50 0.78 0.30 0.78 0.064 -0.065 -0.159 -0.224 11.90 0.75 0.063 0.145 0.022 0.167 12.07 0.77 0.06 -0.024

1 2 47-48 105.00 10.74 4 5 6 1.96 0.61 0.23 1.96 0.182 -0.065 -0.159 -0.224 10.52 1.88 0.179 0.145 0.022 0.167 10.69 1.94 0.18 -0.024

1 2 48-49 105.00 9.49 4 5 6 1.53 0.47 0.18 1.53 0.161 -0.065 -0.159 -0.224 9.26 1.46 0.157 0.145 0.022 0.167 9.43 1.51 0.16 -0.024

1 2 49-50 107.25 8.18 3 4 5 5.59 1.16 0.36 1.16 0.142 -0.065 -0.159 -0.224 7.96 1.10 0.138 0.145 0.022 0.167 8.12 1.14 0.14 -0.024

SUMA = 6.97 0.633 SUMA = 6.71 0.620 SUMA = 6.91 0.63

14.92 4.06 1.32 5.72

1 4 50-59 55.25 8.02 3 4 5 2.77 0.57 0.18 0.57 0.072 0.065 0.136 0.201 8.22 0.60 0.073 -0.145 0.005 -0.140 8.08 0.58 0.07 0.024

1 4 59-60 53.00 10.00 4 5 6 0.86 0.27 0.10 0.86 0.086 0.065 0.136 0.201 10.20 0.89 0.087 -0.145 0.005 -0.140 10.06 0.87 0.09 0.024

1 4 60-61 53.00 12.01 4 5 6 1.23 0.38 0.15 0.38 0.032 0.065 0.136 0.201 12.21 0.40 0.033 -0.145 0.005 -0.140 12.07 0.39 0.03 0.024

1 4 61-62 53.00 13.77 5 6 8 0.50 0.19 0.04 0.50 0.037 0.065 0.136 0.201 13.97 0.52 0.037 -0.145 0.005 -0.140 13.83 0.51 0.04 0.024

1 4 62-63 53.00 15.49 5 6 8 0.64 0.24 0.05 0.24 0.016 0.065 0.136 0.201 15.69 0.25 0.016 -0.145 0.005 -0.140 15.55 0.25 0.02 0.024

1 4 63-64 53.00 17.11 5 6 8 0.78 0.30 0.06 0.30 0.017 0.065 0.136 0.201 17.31 0.31 0.018 -0.145 0.005 -0.140 17.17 0.30 0.02 0.024

1 4 64-37 53.00 18.57 5 6 8 0.92 0.35 0.08 0.35 0.019 0.065 0.136 0.201 18.77 0.36 0.019 -0.145 0.005 -0.140 18.63 0.35 0.02 0.024

1 37-38 54.48 29.44 6 8 10 0.91 0.19 0.06 0.91 0.031 0.065 0.065 29.51 0.91 0.031 -0.145 -0.145 29.36 0.90 0.03 0.024

1 38-39 151.83 29.91 6 8 10 2.62 0.56 0.17 0.56 0.019 0.065 0.065 29.98 0.56 0.019 -0.145 -0.145 29.83 0.56 0.02 0.024

1 39-40 16.53 30.50 6 8 10 0.30 0.06 0.02 0.06 0.002 0.065 0.065 30.57 0.06 0.002 -0.145 -0.145 30.42 0.06 0.00 0.024

1 40-41 112.05 31.34 6 8 10 2.12 0.45 0.14 0.45 0.014 0.065 0.065 31.41 0.45 0.014 -0.145 -0.145 31.26 0.45 0.01 0.024

1 41-42 139.89 32.39 6 8 10 2.83 0.60 0.18 0.60 0.019 0.065 0.065 32.46 0.61 0.019 -0.145 -0.145 32.31 0.60 0.02 0.024

1 42-43 24.46 32.47 6 8 10 0.50 0.11 0.03 0.11 0.003 0.065 0.065 32.53 0.11 0.003 -0.145 -0.145 32.39 0.11 0.00 0.024

1 43-44 105.53 33.51 6 8 10 2.28 0.49 0.15 0.49 0.015 0.065 0.065 33.57 0.49 0.015 -0.145 -0.145 33.42 0.48 0.01 0.024

1 44-1 93.04 34.54 6 8 10 2.14 0.46 0.14 0.46 0.013 0.065 0.065 34.61 0.46 0.013 -0.145 -0.145 34.46 0.45 0.01 0.024

SUMA = 6.85 0.394 SUMA = 6.98 0.3993 SUMA = 6.87 0.40

∆1 =∆1 = -0.065 ∆1 = 0.145 ∆1 = -0.024

Longitud (m)

Gasto (l.p.s)

Q1 (l.p.s) H1 (m) H1 / Q1 Q2 (l.p.s) H2 (m)

(H1-H2)/(1.85*(H1/Q+H2/Q))

Corrección 3 Q3 (l.p.s) H3 (m) H1 / Q1 Corrección 4 Q4 (l.p.s) H4 (m)COTAS

Piezom. Terreno

122.474 112.474 10.00

-0.024 26.51 0.02 0.00 0.037 0.037 26.55 0.02 0.02 122.494 112.375 10.12

-0.024 25.49 0.15 0.01 0.037 0.037 25.53 0.15 0.15 122.644 111.538 11.11

-0.024 24.35 0.66 0.03 0.037 0.037 24.39 0.66 0.66 123.304 110.666 12.64

-0.043 -0.067 15.16 0.35 0.02 0.037 0.010 0.047 15.21 0.35 0.35 123.654 109.992 13.66

-0.043 -0.067 13.48 0.37 0.03 0.037 0.010 0.047 13.53 0.37 0.37 124.024 108.965 15.06

-0.043 -0.067 12.00 0.76 0.06 0.037 0.010 0.047 12.05 0.77 0.77 124.794 108.065 16.73

-0.043 -0.067 10.62 1.91 0.18 0.037 0.010 0.047 10.67 1.93 1.93 126.724 107.231 19.49

-0.043 -0.067 9.36 1.49 0.16 0.037 0.010 0.047 9.41 1.50 1.50 128.224 106.152 22.07

-0.043 -0.067 8.06 1.13 0.14 0.037 0.010 0.047 8.10 1.14 1.14 129.364 105.148 24.22

SUMA = 6.84 0.63 SUMA = 6.89 6.89

129.364 105.148 24.22

0.032 0.056 8.14 0.59 0.07 -0.037 -0.007 -0.044 8.09 0.58 0.58 128.784 105.373 23.41

0.032 0.056 10.12 0.88 0.09 -0.037 -0.007 -0.044 10.07 0.87 0.87 127.914 105.588 22.33

0.032 0.056 12.12 0.39 0.03 -0.037 -0.007 -0.044 12.08 0.39 0.39 127.524 105.804 21.72

0.032 0.056 13.88 0.51 0.04 -0.037 -0.007 -0.044 13.84 0.51 0.51 127.014 106.019 21.00

0.032 0.056 15.60 0.25 0.02 -0.037 -0.007 -0.044 15.56 0.25 0.25 126.764 106.235 20.53

0.032 0.056 17.23 0.30 0.02 -0.037 -0.007 -0.044 17.19 0.30 0.30 126.464 106.450 20.01

0.032 0.056 18.68 0.36 0.02 -0.037 -0.007 -0.044 18.64 0.35 0.35 126.114 106.665 19.45

0.024 29.39 0.91 0.03 -0.037 -0.037 29.35 0.90 0.91 125.204 107.190 18.01

0.024 29.86 0.56 0.02 -0.037 -0.037 29.82 0.55 0.56 124.644 108.576 16.07

0.024 30.45 0.06 0.00 -0.037 -0.037 30.41 0.06 0.07 124.574 108.709 15.87

0.024 31.28 0.45 0.01 -0.037 -0.037 31.25 0.45 0.46 124.114 109.778 14.34

0.024 32.33 0.60 0.02 -0.037 -0.037 32.30 0.60 0.60 123.514 110.980 12.53

0.024 32.41 0.11 0.00 -0.037 -0.037 32.37 0.11 0.11 123.404 111.145 12.26

0.024 33.45 0.49 0.01 -0.037 -0.037 33.41 0.48 0.48 122.924 111.794 11.13

0.024 34.49 0.45 0.01 -0.037 -0.037 34.45 0.45 0.45 122.474 112.474 10.00

SUMA = 6.91 0.40 SUMA = 6.85 6.89

∆1 = 0.037

HCOMPCARGA

Disponible

CIRCUITOCruceroLongitud (m)Gasto (l.p.s)

DIAMETROS PERDIDASH (m) H / Q Corrección 1 Corrección 2 H1 / Q1 Corrección 3


2 4--5 72.02 8.83 3 4 5 4.38 0.91 0.28 0.91 0.103 0.159 0.159 8.99 0.94 0.105 -0.022 -0.022 8.97 0.94 0.10 0.043

2 5-6 55.41 7.92 3 4 5 2.71 0.56 0.17 0.56 0.071 0.159 0.159 8.08 0.58 0.072 -0.022 -0.022 8.06 0.58 0.07 0.043

2 6-7 55.41 6.86 3 4 5 2.03 0.42 0.13 0.42 0.061 0.159 0.159 7.02 0.44 0.063 -0.022 -0.022 7.00 0.44 0.06 0.043

2 7-8 55.41 5.83 3 4 5 1.47 0.30 0.09 0.30 0.052 0.159 0.159 5.99 0.32 0.054 -0.022 -0.022 5.97 0.32 0.05 0.043

2 8-9 24.54 4.82 2.5 3 4 1.11 0.45 0.09 0.09 0.019 0.159 0.159 4.98 0.10 0.020 -0.022 -0.022 4.96 0.10 0.02 0.043

2 9-10 68.88 4.75 2.5 3 4 3.02 1.21 0.25 0.25 0.053 0.159 0.159 4.91 0.27 0.055 -0.022 -0.022 4.88 0.27 0.05 0.043

2 10-11 44.19 4.53 2.5 3 4 1.76 0.71 0.15 0.71 0.156 0.159 0.159 4.69 0.76 0.162 -0.022 -0.022 4.67 0.75 0.16 0.043

2 11-12 105.00 3.95 2.5 3 4 3.19 1.28 0.27 1.28 0.324 0.159 0.159 4.11 1.38 0.337 -0.022 -0.022 4.09 1.37 0.33 0.043

2 12-13 105.00 3.18 2.5 3 4 2.07 0.83 0.17 0.83 0.261 0.159 0.159 3.34 0.91 0.274 -0.022 -0.022 3.32 0.90 0.27 0.043

2 13-14 105.00 2.42 2.5 3 1.19 0.48 0.48 0.198 0.159 0.159 2.58 0.54 0.211 -0.022 -0.022 2.55 0.53 0.21 0.043

2 14-15 107.25 1.65 2.5 3 0.57 0.23 0.57 0.344 0.159 0.159 1.81 0.68 0.377 -0.022 -0.022 1.78 0.66 0.37 0.043

SUMA = 6.40 1.641 SUMA = 6.93 1.7271 SUMA = 6.86 1.72

2.31

2 3 15-55 53.00 1.48 2.5 3 0.23 0.09 0.09 0.061 -0.159 0.075 -0.084 1.39 0.08 0.058 0.022 0.043 0.065 1.46 0.09 0.06 -0.043

2 3 55-56 53.00 3.02 2.5 3 0.94 0.38 0.38 0.125 -0.159 0.075 -0.084 2.93 0.35 0.121 0.022 0.043 0.065 3.00 0.37 0.12 -0.043

2 3 56-57 53.00 4.65 2.5 3 4 2.23 0.89 0.19 0.19 0.040 -0.159 0.075 -0.084 4.57 0.18 0.039 0.022 0.043 0.065 4.63 0.18 0.04 -0.043

2 3 57-58 53.00 6.31 3 4 5 1.65 0.34 0.11 0.11 0.017 -0.159 0.075 -0.084 6.23 0.10 0.017 0.022 0.043 0.065 6.29 0.11 0.02 -0.043

2 3 58-50 71.75 8.03 3 4 5 3.61 0.75 0.23 0.23 0.029 -0.159 0.075 -0.084 7.95 0.23 0.029 0.022 0.043 0.065 8.01 0.23 0.03 -0.043

2 1 50-49 107.25 8.18 3 4 5 5.59 1.16 0.36 1.16 0.142 -0.159 -0.065 -0.224 7.96 1.10 0.138 0.022 0.145 0.167 8.12 1.14 0.14 -0.043

2 1 49-48 105.00 9.49 4 5 6 1.53 0.47 0.18 1.53 0.161 -0.159 -0.065 -0.224 9.26 1.46 0.157 0.022 0.145 0.167 9.43 1.51 0.16 -0.043

2 1 48-47 105.00 10.74 4 5 6 1.96 0.61 0.23 1.96 0.182 -0.159 -0.065 -0.224 10.52 1.88 0.179 0.022 0.145 0.167 10.69 1.94 0.18 -0.043

2 1 47-46 105.00 12.13 4 5 6 2.50 0.78 0.30 0.78 0.064 -0.159 -0.065 -0.224 11.90 0.75 0.063 0.022 0.145 0.167 12.07 0.77 0.06 -0.043

2 1 46-45 105.00 13.61 5 6 8 0.98 0.37 0.08 0.37 0.028 -0.159 -0.065 -0.224 13.38 0.36 0.027 0.022 0.145 0.167 13.55 0.37 0.03 -0.043

2 1 45-4 79.00 15.28 5 6 8 0.93 0.36 0.08 0.36 0.023 -0.159 -0.065 -0.224 15.06 0.34 0.023 0.022 0.145 0.167 15.22 0.35 0.02 -0.043

SUMA = 7.14 0.871 SUMA = 6.83 0.85 SUMA = 7.06 0.87

∆2 =∆2 = 0.159 ∆2 = -0.022 ∆2 = 0.043

Q1 (l.p.s) H1 (m) H1 / Q1 Q2 (l.p.s) H2 (m)

(H1-H2)/(1.85*(H1/Q+H2/Q))

Corrección 3 Q3 (l.p.s) H3 (m) H1 / Q1 Corrección 4 Q4 (l.p.s) H4 (m)COTAS

Piezom. Terreno

123.304 110.666 12.64

0.043 9.01 0.95 0.11 -0.010 -0.010 9.00 0.94 0.95 124.254 110.449 13.81

0.043 8.10 0.59 0.07 -0.010 -0.010 8.09 0.59 0.60 124.854 110.367 14.49

0.043 7.04 0.44 0.06 -0.010 -0.010 7.03 0.44 0.45 125.304 110.285 15.02

0.043 6.01 0.32 0.05 -0.010 -0.010 6.00 0.32 0.33 125.634 110.203 15.43

0.043 5.00 0.10 0.02 -0.010 -0.010 4.99 0.10 0.10 125.734 110.167 15.57

0.043 4.93 0.27 0.05 -0.010 -0.010 4.92 0.27 0.27 126.004 110.065 15.94

0.043 4.71 0.76 0.16 -0.010 -0.010 4.70 0.76 0.76 126.764 108.444 18.32

0.043 4.13 1.40 0.34 -0.010 -0.010 4.12 1.39 1.39 128.154 107.544 20.61

0.043 3.36 0.93 0.28 -0.010 -0.010 3.35 0.92 0.92 129.074 106.710 22.36

0.043 2.60 0.55 0.21 -0.010 -0.010 2.59 0.55 0.55 129.624 105.631 23.99

0.043 1.83 0.70 0.38 -0.010 -0.010 1.82 0.69 0.69 130.314 104.627 25.69

SUMA = 7.01 1.74 SUMA = 6.97 7.01

130.314 104.627 25.69

-0.004 -0.047 1.41 0.08 0.06 0.010 0.011 0.022 1.43 0.08 0.08 130.234 104.706 25.53

-0.004 -0.047 2.95 0.36 0.12 0.010 0.011 0.022 2.97 0.36 0.36 129.874 104.784 25.09

-0.004 -0.047 4.58 0.18 0.04 0.010 0.011 0.022 4.61 0.18 0.18 129.694 104.863 24.83

-0.004 -0.047 6.25 0.10 0.02 0.010 0.011 0.022 6.27 0.10 0.10 129.594 104.941 24.65

-0.004 -0.047 7.97 0.23 0.03 0.010 0.011 0.022 7.99 0.23 0.23 129.364 105.148 24.22

-0.024 -0.067 8.06 1.13 0.14 0.010 0.037 0.047 8.10 1.14 1.14 128.224 106.152 22.07

-0.024 -0.067 9.36 1.49 0.16 0.010 0.037 0.047 9.41 1.50 1.50 126.724 107.231 19.49

-0.024 -0.067 10.62 1.91 0.18 0.010 0.037 0.047 10.67 1.93 1.93 124.794 108.065 16.73

-0.024 -0.067 12.00 0.76 0.06 0.010 0.037 0.047 12.05 0.77 0.77 124.024 108.965 15.06

-0.024 -0.067 13.48 0.37 0.03 0.010 0.037 0.047 13.53 0.37 0.37 123.654 109.992 13.66

-0.024 -0.067 15.16 0.35 0.02 0.010 0.037 0.047 15.21 0.35 0.35 123.304 110.666 12.64

SUMA = 6.96 0.86 SUMA = 7.01 7.01

∆2 = -0.010

HCOMP

CARGA Disponibl

e


DIAMETROS PERDIDASH (m) H / Q Corrección 1 Corrección 2

H1 / Q1Corrección 3


3 2 50-58 71.75 8.03 3 4 5 3.61 0.75 0.23 0.23 0.029 0.075 -0.159 -0.084 7.95 0.23 0.029 0.043 0.022 0.065 8.01 0.23 0.03 -0.004

3 2 58-57 53.00 6.31 3 4 5 1.65 0.34 0.11 0.11 0.017 0.075 -0.159 -0.084 6.23 0.10 0.017 0.043 0.022 0.065 6.29 0.11 0.02 -0.004

3 2 57-56 53.00 4.65 2.5 3 4 2.23 0.89 0.19 0.19 0.040 0.075 -0.159 -0.084 4.57 0.18 0.039 0.043 0.022 0.065 4.63 0.18 0.04 -0.004

3 2 56-55 53.00 3.02 2.5 3 0.94 0.38 0.38 0.125 0.075 -0.159 -0.084 2.93 0.35 0.121 0.043 0.022 0.065 3.00 0.37 0.12 -0.004

3 2 55-15 53.00 1.48 2.5 3 0.22 0.09 0.09 0.061 0.075 -0.159 -0.084 1.39 0.08 0.057 0.043 0.022 0.065 1.46 0.09 0.06 -0.004

3 15-16 123.75 2.63 2.5 3 1.66 0.67 1.66 0.632 0.075 0.075 2.70 1.76 0.650 0.043 0.043 2.74 1.81 0.66 -0.004

3 16-17 105.00 1.80 2.5 3 0.66 0.27 0.66 0.367 0.075 0.075 1.87 0.72 0.383 0.043 0.043 1.92 0.75 0.39 -0.004

3 17-18 21.96 1.03 2.5 3 0.05 0.02 0.05 0.044 0.075 0.075 1.11 0.05 0.047 0.043 0.043 1.15 0.06 0.05 -0.004

3 18-19 108.73 0.96 2.5 3 0.20 0.08 0.20 0.204 0.075 0.075 1.04 0.23 0.219 0.043 0.043 1.08 0.25 0.23 -0.004

3 19-20 27.84 0.09 2.5 3 0.00 0.00 0.00 0.005 0.075 0.075 0.16 0.00 0.009 0.043 0.043 0.20 0.00 0.01 -0.004SUMA = 3.55 1.523 SUMA = 3.70 1.5709 SUMA = 3.85 1.61

5.89

3 20-21 57.40 0.18 - 2.5 3 - 0.00 0.00 0.00 0.020 -0.075 -0.075 0.10 0.00 0.012 -0.043 -0.043 0.06 0.00 0.01 0.004

3 21-22 37.26 0.91 - 2.5 3 - 0.06 0.02 0.06 0.066 -0.075 -0.075 0.83 0.05 0.060 -0.043 -0.043 0.79 0.05 0.06 0.004

3 22-23 117.05 1.88 2.5 3 0.81 0.32 0.81 0.429 -0.075 -0.075 1.81 0.74 0.412 -0.043 -0.043 1.77 0.71 0.40 0.004

3 23-24 27.44 2.78 2.5 3 0.41 0.17 0.17 0.060 -0.075 -0.075 2.71 0.16 0.058 -0.043 -0.043 2.67 0.15 0.06 0.004

3 24-25 52.90 2.95 2.5 3 0.89 0.36 0.36 0.122 -0.075 -0.075 2.87 0.34 0.119 -0.043 -0.043 2.83 0.33 0.12 0.004

3 4 25-54 105.00 1.80 2.5 3 0.66 0.27 0.27 0.147 -0.075 0.136 0.061 1.86 0.28 0.152 -0.043 0.005 -0.038 1.82 0.27 0.15 0.004

3 4 54-53 105.00 3.23 2.5 3 2.13 0.85 0.85 0.264 -0.075 0.136 0.061 3.29 0.88 0.269 -0.043 0.005 -0.038 3.25 0.86 0.27 0.004

3 4 53-52 105.00 4.92 2.5 3 4 4.93 1.98 0.41 0.41 0.083 -0.075 0.136 0.061 4.98 0.42 0.084 -0.043 0.005 -0.038 4.94 0.41 0.08 0.004

3 4 52-51 105.00 6.25 3 4 5 3.20 0.66 0.21 0.66 0.106 -0.075 0.136 0.061 6.31 0.68 0.107 -0.043 0.005 -0.038 6.28 0.67 0.11 0.004

3 4 51-50 123.75 7.66 3 4 5 5.66 1.17 0.36 0.36 0.048 -0.075 0.136 0.061 7.72 0.37 0.048 -0.043 0.005 -0.038 7.68 0.37 0.05 0.004SUMA = 3.95 1.344 SUMA = 3.93 1.32 SUMA = 3.82 1.29

∆3 =∆3 = 0.075 ∆3 = 0.043 ∆3 = -0.004

Q1 (l.p.s) H1 (m) H1 / Q1 Q2 (l.p.s) H2 (m)

(H1-H2)/(1.85*(H1/Q+H2/Q))

Corrección 3 Q3 (l.p.s) H3 (m)H1 / Q1

Corrección 4 Q4 (l.p.s) H4 (m)COTAS

Piezom. Terreno

129.364 105.148 24.22

-0.043 -0.047 7.97 0.23 0.03 0.011 0.010 0.022 7.99 0.23 0.23 129.594 104.941 24.65

-0.043 -0.047 6.25 0.10 0.02 0.011 0.010 0.022 6.27 0.10 0.10 129.694 104.863 24.83

-0.043 -0.047 4.58 0.18 0.04 0.011 0.010 0.022 4.61 0.18 0.18 129.874 104.784 25.09

-0.043 -0.047 2.95 0.36 0.12 0.011 0.010 0.022 2.97 0.36 0.36 130.234 104.706 25.53

-0.043 -0.047 1.41 0.08 0.06 0.011 0.010 0.022 1.43 0.08 0.08 130.314 104.627 25.69

-0.004 2.74 1.81 0.66 0.011 0.011 2.75 1.82 1.82 132.134 103.468 28.67

-0.004 1.91 0.75 0.39 0.011 0.011 1.92 0.76 0.76 132.894 102.629 30.27

-0.004 1.14 0.06 0.05 0.011 0.011 1.16 0.06 0.06 132.954 102.454 30.50

-0.004 1.08 0.24 0.22 0.011 0.011 1.09 0.25 0.25 133.204 102.141 31.06

-0.004 0.20 0.00 0.00 0.011 0.011 0.21 0.00 0.00 133.204 101.890 31.31SUMA = 3.81 1.59 SUMA = 3.84 3.84

133.204 101.890 31.31

0.004 0.07 0.00 0.00 -0.011 -0.011 0.05 0.00 0.01 133.194 101.390 31.80

0.004 0.79 0.05 0.06 -0.011 -0.011 0.78 0.04 0.04 133.154 100.855 32.30

0.004 1.77 0.71 0.40 -0.011 -0.011 1.76 0.70 0.70 132.454 100.269 32.19

0.004 2.67 0.15 0.06 -0.011 -0.011 2.66 0.15 0.15 132.304 100.132 32.17

0.004 2.84 0.33 0.12 -0.011 -0.011 2.82 0.33 0.33 131.974 100.311 31.66

0.032 0.037 1.86 0.28 0.15 -0.011 -0.007 -0.018 1.84 0.28 0.28 131.694 101.181 30.51

0.032 0.037 3.29 0.88 0.27 -0.011 -0.007 -0.018 3.27 0.87 0.87 130.824 102.261 28.56

0.032 0.037 4.98 0.42 0.08 -0.011 -0.007 -0.018 4.96 0.42 0.42 130.404 103.150 27.25

0.032 0.037 6.31 0.68 0.11 -0.011 -0.007 -0.018 6.29 0.67 0.67 129.734 103.990 25.74

0.032 0.037 7.72 0.37 0.05 -0.011 -0.007 -0.018 7.70 0.37 0.37 129.364 105.148 24.22SUMA = 3.87 1.29 SUMA = 3.83 3.84

∆3 = 0.011

HCOMP

CARGA Disponibl

e


DIAMETROS PERDIDASH (m) H / Q Corrección 1 Corrección 2

H1 / Q1Corrección 3


4 1 37-64 53.00 18.57 5 6 8 0.92 0.35 0.08 0.35 0.019 0.136 0.065 0.201 18.77 0.36 0.019 0.005 -0.145 -0.140 18.63 0.35 0.02 0.032

4 1 64-63 53.00 17.11 5 6 8 0.78 0.30 0.06 0.30 0.017 0.136 0.065 0.201 17.31 0.31 0.018 0.005 -0.145 -0.140 17.17 0.30 0.02 0.032

4 1 63-62 53.00 15.49 5 6 8 0.64 0.24 0.05 0.24 0.016 0.136 0.065 0.201 15.69 0.25 0.016 0.005 -0.145 -0.140 15.55 0.25 0.02 0.032

4 1 62-61 53.00 13.77 5 6 8 0.50 0.19 0.04 0.50 0.037 0.136 0.065 0.201 13.97 0.52 0.037 0.005 -0.145 -0.140 13.83 0.51 0.04 0.032

4 1 61-60 53.00 12.01 4 5 6 1.23 0.38 0.15 0.38 0.032 0.136 0.065 0.201 12.21 0.40 0.033 0.005 -0.145 -0.140 12.07 0.39 0.03 0.032

4 1 60-59 53.00 10.00 4 5 6 0.86 0.27 0.10 0.86 0.086 0.136 0.065 0.201 10.20 0.89 0.087 0.005 -0.145 -0.140 10.06 0.87 0.09 0.032

4 1 59-50 55.25 8.02 3 4 5 2.77 0.57 0.18 0.57 0.072 0.136 0.065 0.201 8.22 0.60 0.073 0.005 -0.145 -0.140 8.08 0.58 0.07 0.032

4 3 50-51 123.75 7.66 3 4 5 5.66 1.17 0.36 0.36 0.048 0.136 -0.075 0.061 7.72 0.37 0.048 0.005 -0.043 -0.038 7.68 0.37 0.05 0.032

4 3 51-52 105.00 6.25 3 4 5 3.20 0.66 0.21 0.66 0.106 0.136 -0.075 0.061 6.31 0.68 0.107 0.005 -0.043 -0.038 6.28 0.67 0.11 0.032

4 3 52-53 105.00 4.92 3 4 1.98 0.41 0.41 0.083 0.136 -0.075 0.061 4.98 0.42 0.084 0.005 -0.043 -0.038 4.94 0.41 0.08 0.032

4 3 53-54 105.00 3.23 2.5 3 2.13 0.85 0.85 0.264 0.136 -0.075 0.061 3.29 0.88 0.269 0.005 -0.043 -0.038 3.25 0.86 0.27 0.032

4 3 54-25 105.00 1.80 2.5 3 0.66 0.27 0.27 0.147 0.136 -0.075 0.061 1.86 0.28 0.152 0.005 -0.043 -0.038 1.82 0.27 0.15 0.032SUMA = 5.77 0.927 SUMA = 5.96 0.94 SUMA = 5.84 0.93

8.92

4 25-26 55.25 1.65 2.5 3 0.29 0.12 0.29 0.177 -0.136 -0.136 1.51 0.25 0.162 -0.005 -0.005 1.51 0.24 0.16 -0.032

4 26-27 53.00 2.66 2.5 3 0.73 0.29 0.73 0.274 -0.136 -0.136 2.52 0.66 0.260 -0.005 -0.005 2.52 0.65 0.26 -0.032

4 27-28 53.00 3.67 2.5 3 4 1.39 0.56 0.12 1.39 0.378 -0.136 -0.136 3.53 1.29 0.364 -0.005 -0.005 3.53 1.28 0.36 -0.032

4 28-29 53.00 4.68 2.5 3 4 2.26 0.91 0.19 0.91 0.193 -0.136 -0.136 4.54 0.85 0.188 -0.005 -0.005 4.54 0.85 0.19 -0.032

4 29-30 53.00 5.69 3 4 5 1.34 0.28 0.09 0.28 0.049 -0.136 -0.136 5.56 0.26 0.048 -0.005 -0.005 5.55 0.26 0.05 -0.032

4 30-31 17.52 6.59 3 4 5 0.59 0.12 0.04 0.12 0.019 -0.136 -0.136 6.46 0.12 0.018 -0.005 -0.005 6.45 0.12 0.02 -0.032

4 31-32 108.34 6.93 3 4 5 4.06 0.84 0.26 0.84 0.121 -0.136 -0.136 6.79 0.81 0.119 -0.005 -0.005 6.79 0.81 0.12 -0.032

4 32-33 35.74 7.53 3 4 5 1.58 0.33 0.10 0.33 0.043 -0.136 -0.136 7.39 0.32 0.043 -0.005 -0.005 7.39 0.32 0.04 -0.032

4 33-34 180.93 8.84 3 4 5 11.02 2.29 0.71 0.71 0.080 -0.136 -0.136 8.71 0.69 0.079 -0.005 -0.005 8.70 0.69 0.08 -0.032

34-35 34.29 9.52 4 5 6 0.50 0.16 0.06 0.16 0.016 -0.136 -0.136 9.38 0.15 0.016 -0.005 -0.005 9.37 0.15 0.02 -0.032

35-36 71.77 9.74 4 5 6 1.10 0.34 0.13 0.34 0.035 -0.136 -0.136 9.60 0.33 0.035 -0.005 -0.005 9.60 0.33 0.03 -0.032

4 36-37 123.75 10.70 4 5 6 2.29 0.71 0.27 0.27 0.026 -0.136 -0.136 10.57 0.27 0.025 -0.005 -0.005 10.56 0.27 0.03 -0.032SUMA = 6.36 1.412 SUMA = 5.99 1.36 SUMA = 5.97 1.35

∆4 =∆4 = 0.136 ∆4 = 0.005 ∆4 = 0.032

Q1 (l.p.s) H1 (m) H1 / Q1 Q2 (l.p.s) H2 (m)

(H1-H2)/(1.85*(H1/Q+H2/Q))

Corrección 3 Q3 (l.p.s) H3 (m)H1 / Q1

Corrección 4 Q4 (l.p.s) H4 (m)COTAS

Piezom. Terreno

126.114 106.665 19.45

0.024 0.056 18.68 0.36 0.02 -0.007 -0.037 -0.044 18.64 0.35 0.35 126.464 106.450 20.01

0.024 0.056 17.23 0.30 0.02 -0.007 -0.037 -0.044 17.19 0.30 0.30 126.764 106.235 20.53

0.024 0.056 15.60 0.25 0.02 -0.007 -0.037 -0.044 15.56 0.25 0.25 127.014 106.019 21.00

0.024 0.056 13.88 0.51 0.04 -0.007 -0.037 -0.044 13.84 0.51 0.51 127.524 105.804 21.72

0.024 0.056 12.12 0.39 0.03 -0.007 -0.037 -0.044 12.08 0.39 0.39 127.914 105.588 22.33

0.024 0.056 10.12 0.88 0.09 -0.007 -0.037 -0.044 10.07 0.87 0.87 128.784 105.373 23.41

0.024 0.056 8.14 0.59 0.07 -0.007 -0.037 -0.044 8.09 0.58 0.58 129.364 105.148 24.22

0.004 0.037 7.72 0.37 0.05 -0.007 -0.011 -0.018 7.70 0.37 0.37 129.734 103.990 25.74

0.004 0.037 6.31 0.68 0.11 -0.007 -0.011 -0.018 6.29 0.67 0.67 130.404 103.150 27.25

0.004 0.037 4.98 0.42 0.08 -0.007 -0.011 -0.018 4.96 0.42 0.42 130.824 102.261 28.56

0.004 0.037 3.29 0.88 0.27 -0.007 -0.011 -0.018 3.27 0.87 0.87 131.694 101.181 30.51

0.004 0.037 1.86 0.28 0.15 -0.007 -0.011 -0.018 1.84 0.28 0.28 131.974 100.311 31.66SUMA = 5.91 0.94 SUMA = 5.86 5.86

131.974 100.311 31.66

-0.032 1.47 0.23 0.16 0.007 0.007 1.48 0.24 0.24 131.734 100.546 31.19

-0.032 2.48 0.64 0.26 0.007 0.007 2.49 0.64 0.64 131.094 100.773 30.32

-0.032 3.50 1.26 0.36 0.007 0.007 3.50 1.26 1.26 129.834 100.999 28.84

-0.032 4.51 0.84 0.19 0.007 0.007 4.51 0.84 0.83 129.004 101.225 27.78

-0.032 5.52 0.26 0.05 0.007 0.007 5.53 0.26 0.26 128.744 101.451 27.29

-0.032 6.42 0.12 0.02 0.007 0.007 6.43 0.12 0.11 128.634 101.525 27.11

-0.032 6.76 0.80 0.12 0.007 0.007 6.76 0.80 0.80 127.834 102.526 25.31

-0.032 7.35 0.31 0.04 0.007 0.007 7.36 0.31 0.30 127.534 102.917 24.62

-0.032 8.67 0.68 0.08 0.007 0.007 8.67 0.68 0.68 126.854 104.829 22.02

-0.032 9.34 0.15 0.02 0.007 0.007 9.35 0.15 0.15 126.704 105.093 21.61

-0.032 9.57 0.33 0.03 0.007 0.007 9.57 0.33 0.33 126.374 105.663 20.71

-0.032 10.53 0.26 0.02 0.007 0.007 10.54 0.26 0.26 126.114 106.665 19.45SUMA = 5.88 1.34 SUMA = 5.89 5.86

∆4 = -0.007

HCOMP

CARGA Disponibl

e

CIRCUITO 1 CIRCUITO 2

GASTO 1.5 RAIZ D1 D2 D3 GASTO 1.5 RAIZ D1 D2 D3

36.41 9.050483413 8 10 12 63.59 11.96182992 10 12 14

35.58 8.947848904 6 8 10 62.27 11.83709107 10 12 14

34.62 8.826056594 6 8 10 60.72 11.68820559 10 12 14

33.64 8.699353424 6 8 10 58.96 11.51775369 10 12 14

32.81 8.592093749 6 8 10 58.77 11.49921954 10 12 14

32.55 8.558469489 6 8 10 57.26 11.35046144 10 12 14

23.32 7.244145912 6 8 10 56.02 11.22708667 10 12 14

20.72 6.82813115 5 6 8 54.42 11.06562922 10 12 14

19.12 6.559272063 5 6 8 52.82 10.90178082 8 10 12

13.70 5.552026657 5 6 8 51.22 10.73543199 8 10 12

12.43 5.288430769 4 5 6 33.62 8.697413409 6 8 10

10.29 4.81170448 4 5 6 31.69 8.444080767 6 8 10

8.18 4.290104894 3 4 5 29.01 8.079139806 6 8 10

6.28 3.758989226 3 4 5 26.01 7.65 6 8 10

4.59 3.213642793 2.5 3 4 23.76 7.311634564 6 8 10

neg 18.95 6.529739658 5 6 8 neg 60.47 11.66436882 10 12 14

17.28 6.235382907 5 6 8 59.38 11.55876291 10 12 14

15.99 5.998124707 5 6 8 58.00 11.42365966 10 12 14

14.73 5.756952319 5 6 8 56.64 11.28893263 10 12 14

13.63 5.537824483 5 6 8 37.21 9.149840163 8 10.0 12

13.17 5.443574193 4 5 6 36.26 9.032877449 8 10.0 12

12.07 5.21128583 4 5 6 33.89 8.731739517 6 8 10

10.81 4.931784667 4 5 6 31.32 8.394547337 6 8 10

9.55 4.635461142 4 5 6 28.68 8.033224757 6 8 10

8.66 4.414181691 3 4 5 25.94 7.639257163 6 8 10

7.43 4.088703951 3 4 5 23.32 7.244145912 6 8 10

6.21 3.737980738 3 4 5 20.72 6.82813115 5 6 84.74 3.265731159 2.5 3 4 19.12 6.559272063 5 6 8

19.32 6.593178293 5 6 8

21.53 6.960064655 5 6 8

CIRCUITO 3 CIRCUITO 4

GASTO 1.5 RAIZ D1 D2 D3 GASTO 1.5 RAIZ D1

23.98 7.345360781 6 8 10 17.33 6.243514635 5

21.20 6.905997394 5 6 8 15.72 5.947154782 5

18.37 6.428598214 5 6 8 14.12 5.63642839 5

14.38 5.688481783 5 6 8 13.34 5.47816347 4

11.64 5.117067031 4 5 6 12.40 5.282620089 4

9.09 4.521921605 4 5 6 10.97 4.967197399 4

5.64 3.560723241 3 4 5 9.83 4.702589712 4

3.30 2.723935572 - 2.5 3 8.69 4.422965634 3

6.19 3.731293341 3 4 5 8.45 4.361338671 3

4.91 3.324657877 2.5 3 4 7.38 4.075972277 3

3.64 2.863153855 2.5 3 4 6.11 3.709157586 3

2.37 2.311265887 - 2.5 3 4.85 3.301840396 2.5

1.15 1.610038819 - 2.5 3 3.58 2.836626518 2.5

0.75 1.298085128 - 2.5 3 NEG 33.62 8.69694774 6

NEG 13.70 5.552593988 5 6 8 31.69 8.443907567 6

12.43 5.287920196 4 5 6 29.01 8.079320825 6

10.29 4.811938279 4 5 6 26.01 7.649867646 6

8.18 4.289186986 3 4 5 23.76 7.311419151 6

6.28 3.758300813 3 4 5 21.53 6.960080818 5

4.59 3.213922837 2.5 3 4 19.32 6.593792535 5

8.86 4.464132054 3 4 5 23.98 7.345360781 6

7.44 4.090079461 3 4 5 21.20 6.905997394 5

5.97 3.664177943 3 4 5 18.37 6.428598214 5

5.87 3.632912055 3 4 5 14.38 5.688481783 5

4.51 3.183924465 2.5 3 4 11.64 5.117067031 4

3.48 2.797610588 2.5 3 4 9.09 4.521921605 4

2.10 2.173447722 - 2.5 3 5.64 3.560723241 30.76 1.307325514 - 2.5 3 3.30 2.723935572 -

D2 D3 Terreno

6 8

6 8 110.960 -0.710

6 8 110.890 -0.780

5 6 110.460 -1.210

5 6 109.900 -1.770

5 6 109.490 -2.180

5 6 109.090 -2.580

4 5 108.640 -3.030

4 5 108.190 -3.480

4 5 107.650 -4.020

4 5 106.780 -4.890

3 4 106.460 -5.210

3 4 106.200 -5.470

8 10 106.450 -5.220

8 10 106.970 -4.700

8 10 107.350 -4.320

8 10 107.580 -4.090

8 10

6 8

6 8

8 10 109.970 -1.700

6 8 109.440 -2.230

6 8 109.450 -2.220

6 8 110.060 -1.610

5 6 110.750 -0.920

5 6 110.670 -1.000

4 5 110.130 -1.5402.5 3109.650

-2.020

109.270 -2.400

108.900 -2.770

108.480 -3.190

108.150 -3.520

107.580 -4.090

Terreno

111.670 0.000

110.460 -1.210

109.380 -2.290

108.170 -3.500

107.710 -3.960

107.340 -4.330

106.690 -4.980

106.080 -5.590

105.520 -6.150

104.930 -6.740

104.020 -7.650

104.150 -7.520

104.480 -7.190

105.260 -6.410

106.100 -5.570

106.590 -5.080

111.980 0.310

112.420 0.750

112.120 0.450

110.960 -0.710

110.890 -0.780

110.460 -1.210

109.900 -1.770

109.490 -2.180

109.090 -2.580

108.640 -3.030

108.190 -3.480

107.650 -4.020

106.780 -4.890

106.850 -4.820

106.590 -5.080

Terreno

106.780 -4.890

106.250 -5.420

105.720 -5.950

105.250 -6.420

104.770 -6.900

104.220 -7.450

103.640 -8.030

103.030 -8.640

102.600 -9.070

102.260 -9.410

102.000 -9.670

102.270 -9.400

103.020 -8.650

103.210 -8.460

103.890 -7.780

106.460 -5.210

106.200 -5.470

106.450 -5.220

106.970 -4.700

107.350 -4.320

107.580 -4.090

107.000 -4.670

106.720 -4.950

106.570 -5.100

106.250 -5.420

105.630 -6.040

104.980 -6.690

104.440 -7.230

103.890 -7.780

Terreno

-111.670

104.020 -7.650

103.020 -8.650

101.990 -9.680

101.560 -10.110

101.480 -10.190

101.270 -10.400

100.650 -11.020

100.510 -11.160

100.210 -11.460

100.510 -11.160

101.060 -10.610

102.010 -9.660

102.570 -9.100

102.600 -9.070

104.150 -7.520

104.480 -7.190

105.260 -6.410

106.100 -5.570

106.590 -5.080

106.850 -4.820

106.780 -4.890

106.250 -5.420

105.720 -5.950

105.250 -6.420

104.770 -6.900

104.220 -7.450

103.640 -8.030

103.030 -8.640

102.60 -9.070

Documents

red de agua potable metodo de cross