desagues hojas de calculo

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ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO 5.5.2 HOJAS DE CALCULO - CROSS 1ra Iteración CircuitoTramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ (pulg) (lt/seg) (m/seg) AB 0.143 140 4 -13.56 1.73 -26.995 -3.860 0.285 1.070 BC 0.053 140 4 -12.24 1.56 -22.332 -1.184 0.097 1.070 AK 0.068 140 4 13.56 1.73 26.995 1.836 0.135 1.070 KJ 0.066 140 4 12.99 1.65 24.932 1.645 0.127 1.070 IJ 0.147 140 4 10.42 1.33 16.575 2.437 0.234 1.070 I HI 0.260 140 4 10.42 1.33 16.575 4.309 0.414 1.070 GH 0.230 140 3 4.49 1.02 14.154 3.255 0.725 1.070 CD 0.078 140 3 -4.74 1.07 -15.648 -1.221 0.257 2.034 DE 0.120 140 2 -3.77 1.92 -73.780 -8.854 2.348 2.034 EF 0.052 140 2 -3.77 1.92 -73.780 -3.837 1.018 2.034 FG 0.260 140 2 -3.25 1.66 -56.050 -14.573 4.484 2.034 -20.045 10.123 CD 0.078 140 3 4.74 1.07 15.648 1.221 0.257 -2.034 DE 0.120 140 2 3.77 1.92 73.780 8.854 2.348 -2.034 EF 0.052 140 2 3.77 1.92 73.780 3.837 1.018 -2.034 FG 0.260 140 2 3.25 1.66 56.050 14.573 4.484 -2.034 II GN 0.260 140 3 3.58 0.81 9.305 2.419 0.676 -0.964 MN 0.318 140 3 -3.50 0.79 -8.924 -2.838 0.811 -0.964 LM 0.107 140 3 -3.50 0.79 -8.924 -0.955 0.273 -0.964 CL 0.210 140 3 -7.50 1.70 -36.601 -7.686 1.025 -0.964 19.424 10.892 2da Iteración CircuitoTramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ (pulg) (lt/seg) (m/seg) AB 0.143 140 4 -12.490 1.59 -23.183 -3.315 0.265 -0.609 BC 0.053 140 4 -11.170 1.42 -18.851 -0.999 0.089 -0.609 AK 0.068 140 4 14.630 1.86 31.073 2.113 0.144 -0.609 KJ 0.066 140 4 14.060 1.79 28.869 1.905 0.136 -0.609 IJ 0.147 140 4 11.490 1.46 19.865 2.920 0.254 -0.609 I HI 0.260 140 4 11.490 1.46 19.865 5.165 0.450 -0.609 GH 0.230 140 3 5.560 1.26 21.029 4.837 0.870 -0.609 CD 0.078 140 3 -2.706 0.61 -5.540 -0.432 0.160 -1.275 DE 0.120 140 2 -1.736 0.88 -17.544 -2.105 1.213 -1.275 EF 0.052 140 2 -1.736 0.88 -17.544 -0.912 0.526 -1.275 FG 0.260 140 2 -1.216 0.62 -9.073 -2.359 1.940 -1.275 6.817 6.047 CD 0.078 140 3 2.706 0.61 5.540 0.432 0.160 1.275 DE 0.120 140 2 1.736 0.88 17.544 2.105 1.213 1.275 EF 0.052 140 2 1.736 0.88 17.544 0.912 0.526 1.275 FG 0.260 140 2 1.216 0.62 9.073 2.359 1.940 1.275 II GN 0.260 140 3 2.616 0.59 5.205 1.353 0.517 0.666 MN 0.318 140 3 -4.464 1.01 -14.002 -4.453 0.997 0.666 LM 0.107 140 3 -4.464 1.01 -14.002 -1.498 0.336 0.666 CL 0.210 140 3 -8.464 1.92 -45.787 -9.615 1.136 0.666 -8.404 6.825

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Page 1: Desagues Hojas de Calculo

ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO

IVAN MOLINA P. MARCO SOTOMAYOR B.

5.5.2 HOJAS DE CALCULO - CROSS

1ra Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -13.56 1.73 -26.995 -3.860 0.285 1.070BC 0.053 140 4 -12.24 1.56 -22.332 -1.184 0.097 1.070AK 0.068 140 4 13.56 1.73 26.995 1.836 0.135 1.070KJ 0.066 140 4 12.99 1.65 24.932 1.645 0.127 1.070IJ 0.147 140 4 10.42 1.33 16.575 2.437 0.234 1.070

I HI 0.260 140 4 10.42 1.33 16.575 4.309 0.414 1.070GH 0.230 140 3 4.49 1.02 14.154 3.255 0.725 1.070CD 0.078 140 3 -4.74 1.07 -15.648 -1.221 0.257 2.034DE 0.120 140 2 -3.77 1.92 -73.780 -8.854 2.348 2.034EF 0.052 140 2 -3.77 1.92 -73.780 -3.837 1.018 2.034FG 0.260 140 2 -3.25 1.66 -56.050 -14.573 4.484 2.034

-20.045 10.123

CD 0.078 140 3 4.74 1.07 15.648 1.221 0.257 -2.034DE 0.120 140 2 3.77 1.92 73.780 8.854 2.348 -2.034EF 0.052 140 2 3.77 1.92 73.780 3.837 1.018 -2.034FG 0.260 140 2 3.25 1.66 56.050 14.573 4.484 -2.034

II GN 0.260 140 3 3.58 0.81 9.305 2.419 0.676 -0.964MN 0.318 140 3 -3.50 0.79 -8.924 -2.838 0.811 -0.964LM 0.107 140 3 -3.50 0.79 -8.924 -0.955 0.273 -0.964CL 0.210 140 3 -7.50 1.70 -36.601 -7.686 1.025 -0.964

19.424 10.892

2da Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.490 1.59 -23.183 -3.315 0.265 -0.609BC 0.053 140 4 -11.170 1.42 -18.851 -0.999 0.089 -0.609AK 0.068 140 4 14.630 1.86 31.073 2.113 0.144 -0.609KJ 0.066 140 4 14.060 1.79 28.869 1.905 0.136 -0.609IJ 0.147 140 4 11.490 1.46 19.865 2.920 0.254 -0.609

I HI 0.260 140 4 11.490 1.46 19.865 5.165 0.450 -0.609GH 0.230 140 3 5.560 1.26 21.029 4.837 0.870 -0.609CD 0.078 140 3 -2.706 0.61 -5.540 -0.432 0.160 -1.275DE 0.120 140 2 -1.736 0.88 -17.544 -2.105 1.213 -1.275EF 0.052 140 2 -1.736 0.88 -17.544 -0.912 0.526 -1.275FG 0.260 140 2 -1.216 0.62 -9.073 -2.359 1.940 -1.275

6.817 6.047

CD 0.078 140 3 2.706 0.61 5.540 0.432 0.160 1.275DE 0.120 140 2 1.736 0.88 17.544 2.105 1.213 1.275EF 0.052 140 2 1.736 0.88 17.544 0.912 0.526 1.275FG 0.260 140 2 1.216 0.62 9.073 2.359 1.940 1.275

II GN 0.260 140 3 2.616 0.59 5.205 1.353 0.517 0.666MN 0.318 140 3 -4.464 1.01 -14.002 -4.453 0.997 0.666LM 0.107 140 3 -4.464 1.01 -14.002 -1.498 0.336 0.666CL 0.210 140 3 -8.464 1.92 -45.787 -9.615 1.136 0.666

-8.404 6.825

Page 2: Desagues Hojas de Calculo

ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO

IVAN MOLINA P. MARCO SOTOMAYOR B.

3ra Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -13.099 1.67 -25.321 -3.621 0.276 0.496BC 0.053 140 4 -11.779 1.50 -20.800 -1.102 0.094 0.496AK 0.068 140 4 14.021 1.79 28.719 1.953 0.139 0.496KJ 0.066 140 4 13.451 1.71 26.595 1.755 0.130 0.496IJ 0.147 140 4 10.881 1.39 17.958 2.640 0.243 0.496

I HI 0.260 140 4 10.881 1.39 17.958 4.669 0.429 0.496GH 0.230 140 3 4.951 1.12 16.961 3.901 0.788 0.496CD 0.078 140 3 -3.981 0.90 -11.326 -0.883 0.222 0.928DE 0.120 140 2 -3.011 1.53 -48.650 -5.838 1.939 0.928EF 0.052 140 2 -3.011 1.53 -48.650 -2.530 0.840 0.928FG 0.260 140 2 -2.491 1.27 -34.244 -8.904 3.575 0.928

-7.960 8.675

CD 0.078 140 3 3.981 0.90 11.326 0.883 0.222 -0.928DE 0.120 140 2 3.011 1.53 48.650 5.838 1.939 -0.928EF 0.052 140 2 3.011 1.53 48.650 2.530 0.840 -0.928FG 0.260 140 2 2.491 1.27 34.244 8.904 3.575 -0.928

II GN 0.260 140 3 3.282 0.74 7.920 2.059 0.628 -0.432MN 0.318 140 3 -3.798 0.86 -10.383 -3.302 0.869 -0.432LM 0.107 140 3 -3.798 0.86 -10.383 -1.111 0.292 -0.432CL 0.210 140 3 -7.798 1.77 -39.343 -8.262 1.059 -0.432

7.539 9.425

4ta Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.603 1.60 -23.574 -3.371 0.267 -0.290BC 0.053 140 4 -11.283 1.44 -19.207 -1.018 0.090 -0.290AK 0.068 140 4 14.517 1.85 30.629 2.083 0.143 -0.290KJ 0.066 140 4 13.947 1.78 28.439 1.877 0.135 -0.290IJ 0.147 140 4 11.377 1.45 19.503 2.867 0.252 -0.290

I HI 0.260 140 4 11.377 1.45 19.503 5.071 0.446 -0.290GH 0.230 140 3 5.447 1.23 20.241 4.656 0.855 -0.290CD 0.078 140 3 -3.052 0.69 -6.926 -0.540 0.177 -0.605DE 0.120 140 2 -2.082 1.06 -24.580 -2.950 1.416 -0.605EF 0.052 140 2 -2.082 1.06 -24.580 -1.278 0.614 -0.605FG 0.260 140 2 -1.562 0.80 -14.439 -3.754 2.403 -0.605

3.642 6.798

CD 0.078 140 3 3.052 0.69 6.926 0.540 0.177 0.605DE 0.120 140 2 2.082 1.06 24.580 2.950 1.416 0.605EF 0.052 140 2 2.082 1.06 24.580 1.278 0.614 0.605FG 0.260 140 2 1.562 0.80 14.439 3.754 2.403 0.605

II GN 0.260 140 3 2.849 0.64 6.097 1.585 0.556 0.316MN 0.318 140 3 -4.231 0.96 -12.678 -4.032 0.953 0.316LM 0.107 140 3 -4.231 0.96 -12.678 -1.357 0.321 0.316CL 0.210 140 3 -8.231 1.86 -43.478 -9.130 1.109 0.316

-4.411 7.549

Page 3: Desagues Hojas de Calculo

ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO

IVAN MOLINA P. MARCO SOTOMAYOR B.

5ta Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.893 1.64 -24.587 -3.516 0.273 0.230BC 0.053 140 4 -11.573 1.47 -20.130 -1.067 0.092 0.230AK 0.068 140 4 14.227 1.81 29.507 2.006 0.141 0.230KJ 0.066 140 4 13.657 1.74 27.355 1.805 0.132 0.230IJ 0.147 140 4 11.087 1.41 18.594 2.733 0.247 0.230

I HI 0.260 140 4 11.087 1.41 18.594 4.834 0.436 0.230GH 0.230 140 3 5.157 1.17 18.294 4.208 0.816 0.230CD 0.078 140 3 -3.658 0.83 -9.683 -0.755 0.206 0.426DE 0.120 140 2 -2.688 1.37 -39.431 -4.732 1.760 0.426EF 0.052 140 2 -2.688 1.37 -39.431 -2.050 0.763 0.426FG 0.260 140 2 -2.168 1.10 -26.480 -6.885 3.176 0.426

-3.418 8.042

CD 0.078 140 3 3.658 0.83 9.683 0.755 0.206 -0.426DE 0.120 140 2 2.688 1.37 39.431 4.732 1.760 -0.426EF 0.052 140 2 2.688 1.37 39.431 2.050 0.763 -0.426FG 0.260 140 2 2.168 1.10 26.480 6.885 3.176 -0.426

II GN 0.260 140 3 3.165 0.72 7.407 1.926 0.608 -0.196MN 0.318 140 3 -3.915 0.89 -10.981 -3.492 0.892 -0.196LM 0.107 140 3 -3.915 0.89 -10.981 -1.175 0.300 -0.196CL 0.210 140 3 -7.915 1.79 -40.439 -8.492 1.073 -0.196

3.189 8.779

6ta Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.663 1.61 -23.782 -3.401 0.269 -0.136BC 0.053 140 4 -11.343 1.44 -19.396 -1.028 0.091 -0.136AK 0.068 140 4 14.457 1.84 30.395 2.067 0.143 -0.136KJ 0.066 140 4 13.887 1.77 28.213 1.862 0.134 -0.136IJ 0.147 140 4 11.317 1.44 19.314 2.839 0.251 -0.136

I HI 0.260 140 4 11.317 1.44 19.314 5.022 0.444 -0.136GH 0.230 140 3 5.387 1.22 19.831 4.561 0.847 -0.136CD 0.078 140 3 -3.232 0.73 -7.699 -0.601 0.186 -0.284DE 0.120 140 2 -2.262 1.15 -28.644 -3.437 1.520 -0.284EF 0.052 140 2 -2.262 1.15 -28.644 -1.489 0.659 -0.284FG 0.260 140 2 -1.742 0.89 -17.657 -4.591 2.636 -0.284

1.804 7.177

CD 0.078 140 3 3.232 0.73 7.699 0.601 0.186 0.284DE 0.120 140 2 2.262 1.15 28.644 3.437 1.520 0.284EF 0.052 140 2 2.262 1.15 28.644 1.489 0.659 0.284FG 0.260 140 2 1.742 0.89 17.657 4.591 2.636 0.284

II GN 0.260 140 3 2.969 0.67 6.579 1.710 0.576 0.148MN 0.318 140 3 -4.111 0.93 -12.023 -3.823 0.930 0.148

Page 4: Desagues Hojas de Calculo

ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO

IVAN MOLINA P. MARCO SOTOMAYOR B.

LM 0.107 140 3 -4.111 0.93 -12.023 -1.286 0.313 0.148CL 0.210 140 3 -8.111 1.84 -42.316 -8.886 1.096 0.148

-2.167 7.914

7ta Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.799 1.63 -24.257 -3.469 0.271 0.107BC 0.053 140 4 -11.479 1.46 -19.829 -1.051 0.092 0.107AK 0.068 140 4 14.321 1.82 29.868 2.031 0.142 0.107KJ 0.066 140 4 13.751 1.75 27.704 1.828 0.133 0.107IJ 0.147 140 4 11.181 1.42 18.887 2.776 0.248 0.107

I HI 0.260 140 4 11.181 1.42 18.887 4.910 0.439 0.107GH 0.230 140 3 5.251 1.19 18.915 4.350 0.828 0.107CD 0.078 140 3 -3.516 0.80 -8.998 -0.702 0.200 0.197DE 0.120 140 2 -2.546 1.30 -35.655 -4.279 1.681 0.197EF 0.052 140 2 -2.546 1.30 -35.655 -1.854 0.728 0.197FG 0.260 140 2 -2.026 1.03 -23.354 -6.072 2.998 0.197

-1.529 7.760

CD 0.078 140 3 3.516 0.80 8.998 0.702 0.200 -0.197DE 0.120 140 2 2.546 1.30 35.655 4.279 1.681 -0.197EF 0.052 140 2 2.546 1.30 35.655 1.854 0.728 -0.197FG 0.260 140 2 2.026 1.03 23.354 6.072 2.998 -0.197

II GN 0.260 140 3 3.117 0.71 7.199 1.872 0.601 -0.090MN 0.318 140 3 -3.963 0.90 -11.233 -3.572 0.901 -0.090LM 0.107 140 3 -3.963 0.90 -11.233 -1.202 0.303 -0.090CL 0.210 140 3 -7.963 1.80 -40.897 -8.588 1.079 -0.090

1.416 8.490

8va Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.692 1.62 -23.884 -3.415 0.269 -0.063BC 0.053 140 4 -11.372 1.45 -19.489 -1.033 0.091 -0.063AK 0.068 140 4 14.428 1.84 30.281 2.059 0.143 -0.063KJ 0.066 140 4 13.858 1.76 28.103 1.855 0.134 -0.063IJ 0.147 140 4 11.288 1.44 19.221 2.826 0.250 -0.063

I HI 0.260 140 4 11.288 1.44 19.221 4.997 0.443 -0.063GH 0.230 140 3 5.358 1.21 19.632 4.515 0.843 -0.063CD 0.078 140 3 -3.319 0.75 -8.088 -0.631 0.190 -0.132DE 0.120 140 2 -2.349 1.20 -30.723 -3.687 1.569 -0.132EF 0.052 140 2 -2.349 1.20 -30.723 -1.598 0.680 -0.132FG 0.260 140 2 -1.829 0.93 -19.329 -5.026 2.748 -0.132

0.863 7.360

CD 0.078 140 3 3.319 0.75 8.088 0.631 0.190 0.132DE 0.120 140 2 2.349 1.20 30.723 3.687 1.569 0.132EF 0.052 140 2 2.349 1.20 30.723 1.598 0.680 0.132

Page 5: Desagues Hojas de Calculo

ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO

IVAN MOLINA P. MARCO SOTOMAYOR B.

FG 0.260 140 2 1.829 0.93 19.329 5.026 2.748 0.132II GN 0.260 140 3 3.027 0.69 6.818 1.773 0.586 0.069

MN 0.318 140 3 -4.053 0.92 -11.711 -3.724 0.919 0.069LM 0.107 140 3 -4.053 0.92 -11.711 -1.253 0.309 0.069CL 0.210 140 3 -8.053 1.82 -41.759 -8.769 1.089 0.069

-1.033 8.090

9na Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.756 1.62 -24.105 -3.447 0.270 0.049BC 0.053 140 4 -11.436 1.46 -19.691 -1.044 0.091 0.049AK 0.068 140 4 14.364 1.83 30.035 2.042 0.142 0.049KJ 0.066 140 4 13.794 1.76 27.865 1.839 0.133 0.049IJ 0.147 140 4 11.224 1.43 19.022 2.796 0.249 0.049

I HI 0.260 140 4 11.224 1.43 19.022 4.946 0.441 0.049GH 0.230 140 3 5.294 1.20 19.204 4.417 0.834 0.049CD 0.078 140 3 -3.451 0.78 -8.696 -0.678 0.197 0.091DE 0.120 140 2 -2.481 1.26 -34.006 -4.081 1.645 0.091EF 0.052 140 2 -2.481 1.26 -34.006 -1.768 0.713 0.091FG 0.260 140 2 -1.961 1.00 -22.000 -5.720 2.916 0.091

-0.698 7.631

CD 0.078 140 3 3.451 0.78 8.696 0.678 0.197 -0.091DE 0.120 140 2 2.481 1.26 34.006 4.081 1.645 -0.091EF 0.052 140 2 2.481 1.26 34.006 1.768 0.713 -0.091FG 0.260 140 2 1.961 1.00 22.000 5.720 2.916 -0.091

II GN 0.260 140 3 3.096 0.70 7.109 1.848 0.597 -0.042MN 0.318 140 3 -3.984 0.90 -11.344 -3.608 0.905 -0.042LM 0.107 140 3 -3.984 0.90 -11.344 -1.214 0.305 -0.042CL 0.210 140 3 -7.984 1.81 -41.098 -8.631 1.081 -0.042

0.644 8.358

10ma Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.706 1.62 -23.933 -3.422 0.269 -0.030BC 0.053 140 4 -11.386 1.45 -19.533 -1.035 0.091 -0.030AK 0.068 140 4 14.414 1.84 30.227 2.055 0.143 -0.030KJ 0.066 140 4 13.844 1.76 28.051 1.851 0.134 -0.030IJ 0.147 140 4 11.274 1.44 19.177 2.819 0.250 -0.030

I HI 0.260 140 4 11.274 1.44 19.177 4.986 0.442 -0.030GH 0.230 140 3 5.344 1.21 19.537 4.494 0.841 -0.030CD 0.078 140 3 -3.360 0.76 -8.275 -0.645 0.192 -0.062DE 0.120 140 2 -2.390 1.22 -31.731 -3.808 1.593 -0.062EF 0.052 140 2 -2.390 1.22 -31.731 -1.650 0.690 -0.062FG 0.260 140 2 -1.870 0.95 -20.146 -5.238 2.801 -0.062

0.407 7.446

Page 6: Desagues Hojas de Calculo

ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO

IVAN MOLINA P. MARCO SOTOMAYOR B.

CD 0.078 140 3 3.360 0.76 8.275 0.645 0.192 0.062DE 0.120 140 2 2.390 1.22 31.731 3.808 1.593 0.062EF 0.052 140 2 2.390 1.22 31.731 1.650 0.690 0.062FG 0.260 140 2 1.870 0.95 20.146 5.238 2.801 0.062

II GN 0.260 140 3 3.054 0.69 6.933 1.803 0.590 0.032MN 0.318 140 3 -4.026 0.91 -11.565 -3.678 0.913 0.032LM 0.107 140 3 -4.026 0.91 -11.565 -1.237 0.307 0.032CL 0.210 140 3 -8.026 1.82 -41.496 -8.714 1.086 0.032

-0.485 8.173

11va Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.736 1.62 -24.036 -3.437 0.270 0.023BC 0.053 140 4 -11.416 1.45 -19.627 -1.040 0.091 0.023AK 0.068 140 4 14.384 1.83 30.112 2.048 0.142 0.023KJ 0.066 140 4 13.814 1.76 27.940 1.844 0.133 0.023IJ 0.147 140 4 11.244 1.43 19.084 2.805 0.249 0.023

I HI 0.260 140 4 11.244 1.43 19.084 4.962 0.441 0.023GH 0.230 140 3 5.314 1.20 19.338 4.448 0.837 0.023CD 0.078 140 3 -3.422 0.77 -8.559 -0.668 0.195 0.042DE 0.120 140 2 -2.452 1.25 -33.263 -3.992 1.628 0.042EF 0.052 140 2 -2.452 1.25 -33.263 -1.730 0.705 0.042FG 0.260 140 2 -1.932 0.98 -21.392 -5.562 2.879 0.042

-0.321 7.572

CD 0.078 140 3 3.422 0.77 8.559 0.668 0.195 -0.042DE 0.120 140 2 2.452 1.25 33.263 3.992 1.628 -0.042EF 0.052 140 2 2.452 1.25 33.263 1.730 0.705 -0.042FG 0.260 140 2 1.932 0.98 21.392 5.562 2.879 -0.042

II GN 0.260 140 3 3.086 0.70 7.069 1.838 0.596 -0.019MN 0.318 140 3 -3.994 0.90 -11.395 -3.624 0.907 -0.019LM 0.107 140 3 -3.994 0.90 -11.395 -1.219 0.305 -0.019CL 0.210 140 3 -7.994 1.81 -41.189 -8.650 1.082 -0.019

0.296 8.297

12va Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.713 1.62 -23.956 -3.426 0.269 -0.014BC 0.053 140 4 -11.393 1.45 -19.554 -1.036 0.091 -0.014AK 0.068 140 4 14.407 1.83 30.201 2.054 0.143 -0.014KJ 0.066 140 4 13.837 1.76 28.026 1.850 0.134 -0.014IJ 0.147 140 4 11.267 1.43 19.156 2.816 0.250 -0.014

I HI 0.260 140 4 11.267 1.43 19.156 4.981 0.442 -0.014GH 0.230 140 3 5.337 1.21 19.493 4.483 0.840 -0.014CD 0.078 140 3 -3.380 0.77 -8.364 -0.652 0.193 -0.029DE 0.120 140 2 -2.410 1.23 -32.209 -3.865 1.604 -0.029EF 0.052 140 2 -2.410 1.23 -32.209 -1.675 0.695 -0.029

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FG 0.260 140 2 -1.890 0.96 -20.534 -5.339 2.825 -0.0290.190 7.486

CD 0.078 140 3 3.380 0.77 8.364 0.652 0.193 0.029DE 0.120 140 2 2.410 1.23 32.209 3.865 1.604 0.029EF 0.052 140 2 2.410 1.23 32.209 1.675 0.695 0.029FG 0.260 140 2 1.890 0.96 20.534 5.339 2.825 0.029

II GN 0.260 140 3 3.067 0.69 6.987 1.817 0.592 0.015MN 0.318 140 3 -4.013 0.91 -11.497 -3.656 0.911 0.015LM 0.107 140 3 -4.013 0.91 -11.497 -1.230 0.307 0.015CL 0.210 140 3 -8.013 1.81 -41.373 -8.688 1.084 0.015

-0.227 8.211

13va Iteración

Circuito Tramo L (Km) C D Qo V S(m/Km) Hf (m) Hf/Qo AQ(pulg) (lt/seg) (m/seg)

AB 0.143 140 4 -12.727 1.62 -24.004 -3.433 0.270 0.011BC 0.053 140 4 -11.407 1.45 -19.598 -1.039 0.091 0.011AK 0.068 140 4 14.393 1.83 30.148 2.050 0.142 0.011KJ 0.066 140 4 13.823 1.76 27.975 1.846 0.134 0.011IJ 0.147 140 4 11.253 1.43 19.113 2.810 0.250 0.011

I HI 0.260 140 4 11.253 1.43 19.113 4.969 0.442 0.011GH 0.230 140 3 5.323 1.20 19.400 4.462 0.838 0.011CD 0.078 140 3 -3.408 0.77 -8.496 -0.663 0.194 0.020DE 0.120 140 2 -2.438 1.24 -32.922 -3.951 1.620 0.020EF 0.052 140 2 -2.438 1.24 -32.922 -1.712 0.702 0.020FG 0.260 140 2 -1.918 0.98 -21.115 -5.490 2.862 0.020

-0.149 7.545

CD 0.078 140 3 3.408 0.77 8.496 0.663 0.194 -0.020DE 0.120 140 2 2.438 1.24 32.922 3.951 1.620 -0.020EF 0.052 140 2 2.438 1.24 32.922 1.712 0.702 -0.020FG 0.260 140 2 1.918 0.98 21.115 5.490 2.862 -0.020

II GN 0.260 140 3 3.082 0.70 7.050 1.833 0.595 -0.009MN 0.318 140 3 -3.998 0.91 -11.418 -3.631 0.908 -0.009LM 0.107 140 3 -3.998 0.91 -11.418 -1.222 0.306 -0.009CL 0.210 140 3 -7.998 1.81 -41.231 -8.658 1.083 -0.009

0.137 8.269

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Qf (lt/seg)

-12.490-11.17014.63014.06011.49011.490

5.560-2.706-1.736-1.736-1.216

2.7061.7361.7361.2162.616

-4.464-4.464-8.464

Qf (lt/seg)

-13.099-11.77914.02113.45110.88110.881

4.951-3.981-3.011-3.011-2.491

3.9813.0113.0112.4913.282

-3.798-3.798-7.798

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IVAN MOLINA P. MARCO SOTOMAYOR B.

Qf (lt/seg)

-12.603-11.28314.51713.94711.37711.377

5.447-3.052-2.082-2.082-1.562

3.0522.0822.0821.5622.849

-4.231-4.231-8.231

Qf (lt/seg)

-12.893-11.57314.22713.65711.08711.087

5.157-3.658-2.688-2.688-2.168

3.6582.6882.6882.1683.165

-3.915-3.915-7.915

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IVAN MOLINA P. MARCO SOTOMAYOR B.

Qf (lt/seg)

-12.663-11.34314.45713.88711.31711.317

5.387-3.232-2.262-2.262-1.742

3.2322.2622.2621.7422.969

-4.111-4.111-8.111

Qf (lt/seg)

-12.799-11.47914.32113.75111.18111.181

5.251-3.516-2.546-2.546-2.026

3.5162.5462.5462.0263.117

-3.963

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-3.963-7.963

Qf (lt/seg)

-12.692-11.37214.42813.85811.28811.288

5.358-3.319-2.349-2.349-1.829

3.3192.3492.3491.8293.027

-4.053-4.053-8.053

Qf (lt/seg)

-12.756-11.43614.36413.79411.22411.224

5.294-3.451-2.481-2.481-1.961

3.4512.4812.481

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1.9613.096

-3.984-3.984-7.984

Qf (lt/seg)

-12.706-11.38614.41413.84411.27411.274

5.344-3.360-2.390-2.390-1.870

3.3602.3902.3901.8703.054

-4.026-4.026-8.026

Qf (lt/seg)

-12.736-11.41614.38413.81411.24411.244

5.314-3.422-2.452-2.452-1.932

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3.4222.4522.4521.9323.086

-3.994-3.994-7.994

Qf (lt/seg)

-12.713-11.39314.40713.83711.26711.267

5.337-3.380-2.410-2.410-1.890

3.3802.4102.4101.8903.067

-4.013-4.013-8.013

Qf (lt/seg)

-12.727-11.40714.39313.82311.25311.253

5.323-3.408-2.438-2.438

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IVAN MOLINA P. MARCO SOTOMAYOR B.

-1.918

3.4082.4382.4381.9183.082

-3.998-3.998-7.998

Qf (lt/seg)

-12.716-11.39614.40413.83411.26411.264

5.334-3.389-2.419-2.419-1.899

3.3892.4192.4191.8993.073

-4.007-4.007-8.007

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IVAN MOLINA P. MARCO SOTOMAYOR B.

5.6 VERIFICACION DE PRESIONES

Circuito Tramo Pto Cota terren. P. Estática hf (m) Presión(m.s.n.m.) (m) (m)

A 3813.00 20.00AB B 3812.60 20.40 -3.433 23.83BC C 3812.90 23.53 -1.039 24.57CD D 3812.75 24.72 -0.663 25.39DE E 3814.00 24.14 -3.951 28.09EF F 3813.75 28.34 -1.712 30.05

I FG G 3811.65 32.15 -5.490 37.64GH H 3811.00 38.29 4.462 33.83HI I 3812.15 32.68 4.969 27.71IJ J 3812.00 27.86 2.810 25.05JK K 3812.25 24.80 1.846 22.95KA A 3813.00 22.20 2.050 20.15

C 3812.90 24.57CL L 3811.00 26.47 -8.658 35.13

II LM M 3811.20 34.93 -1.222 36.15MN N 3811.00 36.35 -3.631 39.98NG G 3811.65 39.33 1.833 37.50

La presión minima según normas es de 15 m y la máxima de 50 m, por lo tanto, como se aprecia en la tabla anterior, las presiones en cada nudo están dentro de los parámetros permisibles.

5.7 VERIFICACION DE VELOCIDADES

Las velocidades en cada uno de los tramos de la red no deben ser menores de 0.60 m/seg (para evitar la sedimentación de las partículas, ni mayores a 2 m/seg. (velocidades mayores podrían ocasionar problemas de vibración en las tuberías) Se recomienda emplear velocidades entre 1 m/seg a 1.20 m/seg.

Tramo Gasto Gasto Diámetro Area Velocidad(lt/seg) (m3/seg) (pulg) (m2) (m/seg)

AB 12.72 0.0127 4 0.0079 1.62BC 11.40 0.0114 4 0.0079 1.45CD 3.39 0.0034 3 0.0044 0.77DE 2.42 0.0024 2 0.0020 1.23EF 2.42 0.0024 2 0.0020 1.23FG 1.90 0.0019 2 0.0020 0.97GH 5.33 0.0053 3 0.0044 1.21HI 11.26 0.0113 4 0.0079 1.43IJ 11.26 0.0113 4 0.0079 1.43JK 13.83 0.0138 4 0.0079 1.76KA 14.40 0.0144 4 0.0079 1.83CL 8.01 0.0080 3 0.0044 1.81LM 4.01 0.0040 3 0.0044 0.91MN 4.01 0.0040 3 0.0044 0.91NG 3.07 0.0031 3 0.0044 0.69

Como se observa en la tabla anterior, las velocidades en cada tramo estan dentro de los parámetros admisibles, por tanto los diámetros asumidos son correctos y se usarán

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IVAN MOLINA P. MARCO SOTOMAYOR B.

para la red de distribución que se detallan en los planos.

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Informe de PracticasEliot Pezo Z.

F.I.C

Página 17

PROYECTO "AGUA - DESAGUE"DEPARTAMENTO CUSCO PROVINCIA CUSCO DISTRITO CUSCO

SISTEMA DE DESAGUE

CALCULO HIDRAULICO Usaremos tubería PVC, n = 0.010Coeficiente de M anning 0.01

TRAMO LONG COTA DE TERRENO BUZON PEND. BUZON COTA FONDO PEND. DIAM. Y/D VELOCIDADES(m) INICIO FINAL INICIO FINAL INICIO FINAL pulg. lt/seg lt/seg

1-8 100.00 220.00 218.33 1.20 16.70 1.20 218.80 217.13 16.70 8 3.42 55.09 0.0622 0.19 0.54 1.96 1.058-7 100.00 218.33 216.67 1.20 16.60 1.20 217.13 215.47 16.60 8 6.84 54.92 0.1246 0.26 0.68 1.95 1.337-6 100.00 216.67 215.00 1.20 16.70 1.40 215.47 213.80 16.70 8 10.27 55.09 0.1865 0.32 0.77 1.96 1.506-5 120.00 214.80 212.98 1.40 15.17 1.20 213.60 211.78 15.17 8 14.38 52.50 0.2740 0.37 0.85 1.87 1.585-4 120.00 212.98 211.17 1.20 15.08 1.20 211.78 209.97 15.08 8 18.49 52.35 0.3532 0.42 0.90 1.86 1.684-3 110.00 211.17 209.50 1.20 15.18 1.20 209.97 208.30 15.18 8 22.26 52.52 0.4237 0.46 0.95 1.87 1.771-2 100.00 220.00 214.75 1.20 52.50 1.20 218.80 213.55 52.50 8 3.42 97.67 0.0351 0.14 0.44 3.47 1.532-3 100.00 214.75 209.50 1.20 52.50 1.70 213.55 208.30 52.50 8 6.84 97.67 0.0701 0.20 0.56 3.47 1.94

Long. Total 850.00

QR QO QR/QO

%o %o VV/VO VO VV

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IVAN MOLINA P. MARCO SOTOMAYOR B.

4.0 DISEÑO Y CALCULO DEL SISTEMA DE ALCANTARILLADO Usaremos tubería de C°, n = 0.013

TRAMO LONG COTA DE TERRENO COTA FONDO PEND. DIAM. Y/D VELOCIDADES(m) INICIO FINAL INICIO FINAL pulg. lt/seg lt/seg

5 - 20 96.00 3812.42 3812.37 3809.81 3809.25 5.83 8 9.5 25.04 0.38 0.43 0.92 0.89 0.8220 - 20´ 63.00 3812.37 3811.99 3809.25 3808.89 5.71 8 14.22 24.78 0.57 0.54 1.03 0.88 0.9120´ - 37 74.00 3811.99 3811.61 3808.89 3808.00 12.03 8 16.95 35.96 0.47 0.48 0.98 1.28 1.2537 - 45 126.00 3811.61 3810.10 3808.00 3806.50 11.90 8 23.81 35.77 0.67 0.59 1.06 1.27 1.3545 - 52 73.00 3810.10 3810.13 3806.50 3807.10 8.22 12 78.51 87.65 0.90 0.72 1.13 1.36 1.5452 - 54 70.00 3810.13 3810.48 3807.10 3807.80 10.00 12 68.81 96.67 0.71 0.62 1.08 1.50 1.624 - 11 36.50 3812.36 3812.43 3810.40 3811.23 22.74 8 1.35 49.45 0.03 0.13 0.41 1.76 0.72

11 - 19 60.00 3812.43 3812.20 3811.23 3810.20 17.17 8 4.42 42.97 0.10 0.24 0.64 1.53 0.9719 - 21 20.00 3812.20 3812.15 3810.20 3809.90 15.00 8 5.16 40.16 0.13 0.27 0.69 1.43 0.9821 - 27 57.00 3812.15 3812.00 3809.90 3809.50 7.02 8 14.57 27.47 0.53 0.52 1.01 0.98 0.9827 - 35 44.00 3812.00 3812.02 3809.50 3809.00 11.36 8 31.11 34.95 0.89 0.72 1.13 1.24 1.4035 - 36 20.00 3812.02 3812.01 3809.00 3808.70 15.00 10 38.48 72.81 0.53 0.52 1.01 1.64 1.6536 - 44 124.00 3812.01 3810.45 3808.70 3807.00 13.71 10 43.06 69.61 0.62 0.57 1.05 1.57 1.653 - 10 43.00 3813.71 3814.94 3812.51 3813.10 13.72 6 3.99 17.83 0.22 0.34 0.81 1.14 0.92

10 - 18 78.40 3814.94 3812.83 3813.10 3811.63 18.75 6 2.89 20.85 0.14 0.28 0.70 1.33 0.9318 - 26 55.00 3812.83 3811.90 3811.63 3810.04 28.90 6 2.03 25.88 0.08 0.21 0.58 1.65 0.9626 - 34 42.00 3811.90 3812.12 3810.04 3810.92 20.95 6 1.55 22.04 0.07 0.20 0.56 1.41 0.7934 - 34´ 70.00 3812.12 3812.06 3810.92 3809.71 17.29 6 2.58 20.02 0.13 0.27 0.69 1.28 0.8834´ - 43 70.00 3812.06 3810.43 3809.71 3807.43 32.57 6 5.16 27.48 0.19 0.32 0.77 1.75 1.3543 - 51 82.20 3810.43 3810.80 3807.43 3807.93 6.10 6 3.03 11.89 0.25 0.36 0.83 0.76 0.6351 - 53 85.00 3810.80 3811.05 3807.93 3808.45 6.12 6 3.14 11.91 0.26 0.37 0.84 0.76 0.642 - 9 46.30 3813.07 3815.40 3811.87 3814.20 50.32 6 1.71 34.15 0.05 0.17 0.50 2.18 1.089 - 17 74.50 3815.40 3814.88 3814.20 3813.04 15.57 6 2.75 19.00 0.14 0.28 0.71 1.21 0.86

17 - 25 62.40 3814.88 3814.08 3813.04 3812.05 15.86 6 2.3 19.17 0.12 0.26 0.67 1.22 0.8225 - 33 48.00 3814.08 3814.80 3812.05 3813.60 32.29 6 1.77 27.36 0.06 0.19 0.54 1.75 0.9533 - 33´ 62.50 3814.80 3814.20 3813.60 3812.43 18.72 6 2.31 20.83 0.11 0.25 0.65 1.33 0.8733´ - 42 70.00 3814.20 3812.88 3812.43 3811.37 15.14 6 4.89 18.73 0.26 0.36 0.84 1.20 1.0042 - 42´ 80.00 3812.88 3813.90 3811.37 3810.25 14.00 6 2.95 18.01 0.16 0.30 0.74 1.15 0.8542´ - 50 80.00 3813.90 3812.57 3810.25 3808.57 21.00 6 5.9 22.06 0.27 0.37 0.84 1.41 1.19

QR QO QR/QO

%o VV/VO VO VV

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IVAN MOLINA P. MARCO SOTOMAYOR B.

TRAMO LONG COTA DE TERRENO COTA FONDO PEND. DIAM. Y/D VELOCIDADES(m) INICIO FINAL INICIO FINAL pulg. lt/seg lt/seg

32 - 32´ 62.50 3814.56 3814.10 3813.00 3812.50 8.00 6 3.6 13.62 0.26 0.37 0.84 0.87 0.7332´ - 41 62.50 3814.10 3813.68 3812.50 3812.00 8.00 6 5.91 13.62 0.43 0.46 0.96 0.87 0.8341 - 41´ 75.00 3813.68 3812.82 3812.00 3810.36 21.87 6 2.77 22.52 0.12 0.26 0.68 1.44 0.9741´ - 49 75.00 3812.82 3811.97 3810.36 3809.05 17.47 6 5.54 20.12 0.28 0.37 0.85 1.28 1.09

1 - 8 48.00 3812.19 3813.60 3810.99 3812.30 27.29 6 1.77 25.15 0.07 0.20 0.56 1.61 0.908 - 16 70.00 3813.60 3814.75 3812.30 3812.65 5.00 6 2.58 10.77 0.24 0.35 0.82 0.69 0.56

16 - 24 59.00 3814.75 3814.52 3812.65 3812.36 5.00 6 2.18 10.77 0.20 0.33 0.78 0.69 0.5424 - 31 50.00 3814.52 3813.77 3812.36 3811.86 10.00 8 5.99 32.79 0.18 0.31 0.76 1.17 0.8931 - 40 125.50 3813.77 3813.39 3811.86 3811.23 5.02 8 12.1 23.23 0.52 0.51 1.00 0.83 0.8340 - 40´ 70.00 3813.39 3813.30 3811.23 3810.95 4.00 8 16.53 20.74 0.80 0.66 1.10 0.74 0.8140´ - 48 70.00 3813.30 3811.40 3810.95 3809.50 20.71 8 19.11 47.19 0.40 0.45 0.94 1.68 1.57

6 - 7 30.00 3811.60 3813.59 3810.40 3811.90 50.00 6 8.23 34.04 0.24 0.35 0.82 2.17 1.797 - 15 70.00 3813.59 3814.28 3811.90 3811.50 5.71 6 2.58 11.50 0.22 0.34 0.81 0.73 0.59

15 - 23 63.00 3814.28 3814.52 3811.50 3813.32 28.89 6 2.32 25.88 0.09 0.22 0.61 1.65 1.0123 - 30 65.00 3814.52 3814.38 3813.32 3812.22 16.92 6 2.4 19.80 0.12 0.26 0.67 1.26 0.8530 - 39 105.00 3814.38 3813.07 3812.22 3811.00 11.62 6 3.87 16.41 0.24 0.35 0.82 1.05 0.8639 - 47 110.00 3813.07 3811.40 3811.00 3809.75 11.36 6 9.41 16.23 0.58 0.55 1.03 1.04 1.0712 - 14 60.00 3811.97 3812.38 3808.50 3809.11 10.17 10 39.26 59.95 0.65 0.59 1.06 1.35 1.4314 - 22 63.00 3812.38 3812.59 3809.11 3811.04 30.63 6 12.91 26.65 0.48 0.49 0.98 1.70 1.6722 - 29 74.00 3812.59 3812.92 3811.04 3811.51 6.35 6 7.82 12.13 0.64 0.58 1.06 0.77 0.8229 - 38 101.00 3812.92 3811.80 3811.51 3810.60 9.01 6 3.73 14.45 0.26 0.36 0.84 0.92 0.7738 - 46 110.00 3811.80 3811.32 3810.60 3810.10 5.00 8 10.3 23.19 0.44 0.47 0.96 0.82 0.7913 - 13´ 70.00 3812.39 3812.10 3809.80 3810.40 8.57 6 6.82 14.09 0.48 0.49 0.98 0.90 0.8913´ - 28 70.00 3812.10 3812.41 3810.40 3811.00 8.57 6 4.24 14.09 0.30 0.39 0.87 0.90 0.7812 - 6 94.00 3811.97 3811.60 3808.50 3810.40 20.21 8 26.25 46.61 0.56 0.54 1.02 1.66 1.706 - 1 54.00 3811.60 3812.19 3810.40 3810.99 10.93 8 14.55 34.28 0.42 0.46 0.95 1.22 1.161 - 2 73.00 3812.19 3813.07 3810.99 3811.87 12.05 6 10.79 16.71 0.65 0.58 1.06 1.07 1.132 - 3 65.00 3813.07 3813.71 3811.87 3812.51 9.85 6 6.39 15.11 0.42 0.46 0.95 0.96 0.923 - 4 60.00 3813.71 3812.36 3812.51 3810.40 35.17 6 2.21 28.55 0.08 0.21 0.58 1.82 1.054 - 5 65.00 3812.36 3810.42 3810.40 3809.81 9.08 6 5.96 14.51 0.41 0.45 0.94 0.93 0.87

QR QO QR/QO

%o VV/VO VO VV

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IVAN MOLINA P. MARCO SOTOMAYOR B.

TRAMO LONG COTA DE TERRENO COTA FONDO PEND. DIAM. Y/D VELOCIDADES(m) INICIO FINAL INICIO FINAL pulg. lt/seg lt/seg

7 - 8 50.00 3813.59 3813.60 3811.90 3812.30 8.00 6 7.12 13.62 0.52 0.51 1.00 0.87 0.878 - 9 73.00 3813.60 3815.40 3812.30 3814.20 26.03 6 2.69 24.56 0.11 0.25 0.65 1.57 1.02

9 - 10 65.00 3815.40 3814.94 3814.20 3813.10 16.92 6 2.4 19.80 0.12 0.26 0.67 1.26 0.8510 - 11 60.00 3814.94 3812.43 3813.10 3811.23 31.17 6 2.21 26.88 0.08 0.21 0.59 1.72 1.0113 - 14 65.00 3812.39 3812.38 3809.80 3809.11 10.62 6 9.22 15.69 0.59 0.55 1.03 1.00 1.0414 - 15 77.00 3812.38 3814.28 3809.11 3811.50 31.04 6 14.92 26.82 0.56 0.53 1.02 1.71 1.7515 - 16 50.00 3814.28 3814.75 3811.50 3812.65 23.00 6 7.18 23.09 0.31 0.39 0.88 1.47 1.2916 - 17 70.00 3814.75 3814.88 3812.65 3813.04 5.57 6 5.33 11.36 0.47 0.48 0.98 0.73 0.7117 - 18 60.00 3814.88 3812.83 3813.04 3811.63 23.50 6 2.21 23.34 0.09 0.23 0.62 1.49 0.9218 - 21 60.00 3812.83 3812.15 3811.63 3809.90 28.80 6 7.31 25.84 0.28 0.38 0.86 1.65 1.4122 - 23 75.00 3812.59 3814.52 3811.04 3813.32 30.40 6 2.77 26.55 0.10 0.24 0.64 1.69 1.0923 - 24 53.00 3814.52 3814.52 3813.32 3812.36 18.11 6 1.96 20.49 0.10 0.23 0.62 1.31 0.8124 - 25 75.00 3814.52 3814.08 3812.36 3812.05 5.00 6 2.77 10.77 0.26 0.36 0.83 0.69 0.6025 - 26 60.00 3814.08 3811.90 3812.05 3810.04 33.50 6 9.05 27.87 0.32 0.40 0.89 1.78 1.5826 - 27 62.00 3811.90 3812.00 3810.04 3809.50 8.71 8 14.92 30.60 0.49 0.49 0.99 1.09 1.0728 - 29 45.00 3812.41 3812.92 3811.00 3811.51 11.33 6 1.66 16.21 0.10 0.24 0.64 1.03 0.6629 - 30 73.00 3812.92 3814.38 3811.51 3812.22 9.73 6 5.09 15.02 0.34 0.41 0.90 0.96 0.8638 - 39 68.00 3811.80 3813.07 3810.60 3811.00 5.88 6 2.51 11.67 0.21 0.34 0.80 0.75 0.5939 - 40 40.00 3813.07 3813.39 3811.00 3811.23 5.75 6 1.48 11.55 0.13 0.27 0.69 0.74 0.5140 - 41 50.00 3813.39 3813.68 3811.23 3812.00 15.40 6 1.85 18.89 0.10 0.23 0.63 1.21 0.7641 - 42 70.00 3813.68 3812.88 3812.00 3811.37 9.00 6 8.49 14.44 0.59 0.55 1.03 0.92 0.9542 - 43 53.00 3812.88 3810.43 3811.37 3807.43 74.30 6 15.34 41.50 0.37 0.43 0.92 2.65 2.4343 - 44 60.00 3810.43 3810.45 3807.43 3807.00 7.17 10 25.74 50.34 0.51 0.51 1.00 1.14 1.1344 - 45 65.00 3810.45 3810.10 3807.00 3806.50 7.69 14 71.2 127.88 0.56 0.53 1.02 1.45 1.4846 - 47 70.00 3811.32 3811.40 3810.10 3809.75 5.00 8 12.88 23.19 0.56 0.53 1.02 0.82 0.8447 - 48 45.00 3811.40 3811.40 3809.75 3809.50 5.55 10 23.95 44.29 0.54 0.52 1.01 1.00 1.0148 - 49 90.00 3811.40 3811.97 3809.50 3809.05 5.00 12 46.38 68.36 0.68 0.60 1.07 1.06 1.1449 - 50 93.00 3811.97 3812.67 3809.05 3808.57 5.16 14 55.35 104.75 0.53 0.52 1.01 1.19 1.2050 - 53 60.00 3812.67 3811.05 3808.57 3808.45 2.00 16 63.46 93.11 0.68 0.60 1.07 0.81 0.8653 - 54 75.00 3811.05 3810.48 3808.45 3807.80 8.67 12 66.23 90.02 0.74 0.63 1.09 1.40 1.52

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ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO

IVAN MOLINA P. MARCO SOTOMAYOR B.

TRAMO LONG COTA DE TERRENO COTA FONDO PEND. DIAM. Y/D VELOCIDADES(m) INICIO FINAL INICIO FINAL pulg. lt/seg lt/seg

31 - 32 40.00 3813.77 3814.56 3811.86 3813.00 28.50 6 1.48 25.70 0.06 0.18 0.52 1.64 0.8632 - 33 35.00 3814.56 3814.80 3813.00 3813.60 17.14 6 1.29 19.93 0.06 0.19 0.54 1.27 0.6933 - 34 60.00 3814.80 3812.12 3813.60 3810.92 44.67 6 2.21 32.18 0.07 0.20 0.55 2.05 1.1434 - 35 60.00 3812.12 3812.02 3810.92 3809.00 32.00 6 4.42 27.24 0.16 0.30 0.74 1.74 1.2836 - 37 60.00 3812.01 3811.61 3808.70 3808.00 11.67 6 2.21 16.45 0.13 0.27 0.70 1.05 0.7351 - 52 105.00 3810.80 3810.13 3807.93 3807.10 7.90 6 7.01 13.53 0.52 0.51 1.00 0.86 0.8719 - 20 65.00 3812.20 3812.37 3810.20 3809.25 14.62 6 2.4 18.41 0.13 0.27 0.69 1.18 0.81Emisor 1 20.00 14 173.52 206.23 0.84 0.69 1.11 2.34 2.61Emisor 2 20.00 10 65.31 84.08 0.78 0.65 1.10 1.90 2.08

TUB. CONCRETO n=0.013

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TRAMO LONG terreno COTA DE TERRENO BUZON PEND.(m) ini fin INICIO FINAL INICIO

1 - 4 #REF! 3500.00 57.00 57.45 3557.00 3557.45 1.00 25.006 - 5 #REF! 3500.00 64.00 60.35 3564.00 3560.355 - 4 #REF! 3500.00 60.35 57.45 3560.35 3557.454 - 9 #REF! 3500.00 57.45 57.10 3557.45 3557.10

11 - 10 #REF! 3500.00 66.70 61.20 3566.70 3561.2010 - 9 #REF! 3500.00 61.20 57.10 3561.20 3557.109 - 14 #REF! 3500.00 57.10 56.05 3557.10 3556.05

15 - 14 #REF! 3500.00 59.90 56.05 3559.90 3556.0514 - 18 #REF! 3500.00 56.05 55.20 3556.05 3555.2010 - 15 #REF! 3500.00 61.20 59.90 3561.20 3559.9015 - 19 #REF! 3500.00 59.90 58.00 3559.90 3558.0020 - 19 #REF! 3500.00 58.70 58.00 3558.70 3558.0019 - 18 #REF! 3500.00 58.00 55.20 3558.00 3555.2018 - 23 #REF! 3500.00 55.20 53.50 3555.20 3553.5025 - 24 #REF! 3500.00 56.50 54.70 3556.50 3554.7024 - 23 #REF! 3500.00 54.70 53.50 3554.70 3553.5023 - 28 #REF! 3500.00 53.50 51.00 3553.50 3551.0029 - 28 #REF! 3500.00 51.50 51.00 3551.50 3551.00

4 - 3 #REF! 3500.00 57.45 53.90 3557.45 3553.903 - 2 #REF! 3500.00 53.90 52.15 3553.90 3552.152 - 7 #REF! 3500.00 52.15 51.55 3552.15 3551.559 - 8 #REF! 3500.00 57.10 54.70 3557.10 3554.708 - 7 #REF! 3500.00 54.70 51.55 3554.70 3551.55

7 - 12 #REF! 3500.00 51.55 51.05 3551.55 3551.0513 - 12 #REF! 3500.00 54.05 51.05 3554.05 3551.0512 - 16 #REF! 3500.00 51.05 51.30 3551.05 3551.308 - 13 #REF! 3500.00 54.70 54.05 3554.70 3554.05

13 - 17 #REF! 3500.00 54.05 53.65 3554.05 3553.6518 - 17 #REF! 3500.00 55.20 53.65 3555.20 3553.6517 - 16 #REF! 3500.00 53.65 51.30 3553.65 3551.3016 - 21 #REF! 3500.00 51.30 50.35 3551.30 3550.3523 - 22 #REF! 3500.00 53.50 52.00 3553.50 3552.0022 - 21 #REF! 3500.00 52.00 50.35 3552.00 3550.3521 - 26 #REF! 3500.00 50.35 49.20 3550.35 3549.2026 - 27 #REF! 3500.00 51.00 50.50 3551.00 3550.5027 - 28 #REF! 3500.00 50.50 49.20 3550.50 3549.2028 - 30 #REF! 3500.00 51.00 47.75 3551.00 3547.7530 - 31 #REF! 3500.00 47.75 43.85 3547.75 3543.8531 - 32 #REF! 3500.00 43.85 42.45 3543.85 3542.4532 - 33 #REF! 3500.00 42.45 41.40 3542.45 3541.4033 - 34 #REF! 3500.00 41.40 40.75 3541.40 3540.7534 - 35 #REF! 3500.00 40.75 40.35 3540.75 3540.3535 - 36 #REF! 3500.00 40.35 40.10 3540.35 3540.1041 - 42 #REF! 3500.00 41.55 41.05 3541.55 3541.0542 - 43 #REF! 3500.00 41.05 40.70 3541.05 3540.7043 - 44 #REF! 3500.00 40.70 40.00 3540.70 3540.0044 - 45 #REF! 3500.00 40.00 40.05 3540.00 3540.0545 - 46 #REF! 3500.00 40.05 40.10 3540.05 3540.1037 - 39 #REF! 3500.00 40.95 40.50 3540.95 3540.5039 - 46 #REF! 3500.00 40.50 40.10 3540.50 3540.1046 - 47 #REF! 3500.00 40.10 40.10 3540.10 3540.1038 - 40 #REF! 3500.00 40.95 40.50 3540.95 3540.50

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40 - 47 #REF! 3500.00 40.50 40.10 3540.50 3540.1047 - 36 #REF! 3500.00 40.10 40.10 3540.10 3540.1036 - 48 #REF! 3500.00 40.10 39.70 3540.10 3539.7048 - 49 #REF! 3500.00 39.70 39.55 3539.70 3539.5549 - 50 #REF! 3500.00 39.55 39.45 3539.55 3539.4550 - 51 #REF! 3500.00 39.45 39.35 3539.45 3539.3551 - 52 #REF! 3500.00 39.35 39.25 3539.35 3539.2552 - 53 #REF! 3500.00 39.25 39.15 3539.25 3539.1553 - 54 #REF! 3500.00 39.15 38.90 3539.15 3538.9054 - 55 #REF! 3500.00 38.90 38.65 3538.90 3538.6556 - 59 #REF! 3500.00 41.30 41.20 3541.30 3541.2057 - 58 #REF! 3500.00 40.65 40.85 3540.65 3540.8558 - 59 #REF! 3500.00 40.85 41.20 3540.85 3541.2059 - 60 #REF! 3500.00 41.20 40.85 3541.20 3540.8560 - 62 #REF! 3500.00 40.85 40.75 3540.85 3540.7561 - 62 #REF! 3500.00 41.10 40.75 3541.10 3540.7562 - 63 #REF! 3500.00 40.75 40.50 3540.75 3540.5063 - 64 #REF! 3500.00 40.50 40.15 3540.50 3540.1564 - 65 #REF! 3500.00 40.15 39.35 3540.15 3539.3565 - 66 #REF! 3500.00 39.35 39.20 3539.35 3539.2066 - 67 #REF! 3500.00 39.20 39.10 3539.20 3539.1067 - 55 #REF! 3500.00 39.10 38.65 3539.10 3538.6555 - 68 #REF! 3500.00 38.65 38.20 3538.65 3538.2068 - 69 #REF! 3500.00 38.20 37.70 3538.20 3537.7069 - 70 #REF! 3500.00 37.70 37.20 3537.70 3537.2071 - 72 #REF! 3500.00 38.70 38.45 3538.70 3538.4572 - 73 #REF! 3500.00 38.45 38.10 3538.45 3538.1073 - 74 #REF! 3500.00 38.10 37.70 3538.10 3537.7074 - 70 #REF! 3500.00 37.70 37.20 3537.70 3537.2070 - 75 #REF! 3500.00 37.20 36.75 3537.20 3536.7575 - 76 #REF! 3500.00 36.75 35.80 3536.75 3535.8076 - 77 #REF! 3500.00 35.80 35.50 3535.80 3535.5077 - 78 #REF! 3500.00 35.50 34.95 3535.50 3534.9578 - 79 #REF! 3500.00 34.95 34.35 3534.95 3534.3580 - 81 #REF! 3500.00 36.85 36.55 3536.85 3536.5581 - 82 #REF! 3500.00 36.55 36.25 3536.55 3536.2582 - 83 #REF! 3500.00 36.25 35.70 3536.25 3535.7083 - 79 #REF! 3500.00 37.70 34.35 3537.70 3534.3579 - 84 #REF! 3500.00 34.35 33.75 3534.35 3533.7584 - 85 #REF! 3500.00 33.75 33.50 3533.75 3533.5085 - 86 #REF! 3500.00 33.50 33.25 3533.50 3533.2586 - 87 #REF! 3500.00 33.25 33.00 3533.25 3533.0087 - 88 #REF! 3500.00 33.00 32.75 3533.00 3532.7588 - 89 #REF! 3500.00 32.75 32.50 3532.75 3532.5089 - 90 #REF! 3500.00 32.50 32.35 3532.50 3532.3590 - 91 #REF! 3500.00 32.35 32.20 3532.35 3532.2091 - 92 #REF! 3500.00 32.20 32.10 3532.20 3532.1092 - 93 #REF! 3500.00 32.10 31.10 3532.10 3531.1093 - 94 #REF! 3500.00 31.10 30.70 3531.10 3530.7094 - 95 #REF! 3500.00 30.70 30.35 3530.70 3530.3595 - 99 #REF! 3500.00 30.35 30.00 3530.35 3530.0096 - 97 #REF! 3500.00 31.20 30.65 3531.20 3530.6597 - 98 #REF! 3500.00 30.65 30.10 3530.65 3530.1098 - 99 #REF! 3500.00 30.10 30.00 3530.10 3530.00

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99 - 105 #REF! 3500.00 30.00 30.00 3530.00 3530.00100 - 96 #REF! 3500.00 32.20 31.20 3532.20 3531.20

100 - 101 #REF! 3500.00 31.20 30.80 3531.20 3530.80101 - 97 #REF! 3500.00 30.80 30.65 3530.80 3530.65

101 - 102 #REF! 3500.00 30.65 29.90 3530.65 3529.9098 - 102 #REF! 3500.00 30.10 29.90 3530.10 3529.90

102 - 104 #REF! 3500.00 29.90 29.90 3529.90 3529.90103 - 104 #REF! 3500.00 32.40 29.90 3532.40 3529.90104 - 105 #REF! 3500.00 29.90 30.00 3529.90 3530.00105 - 108 #REF! 3500.00 30.00 29.40 3530.00 3529.40104 - 107 #REF! 3500.00 29.90 29.90 3529.90 3529.90106 - 107 #REF! 3500.00 32.75 29.90 3532.75 3529.90107 - 108 #REF! 3500.00 29.90 29.40 3529.90 3529.40108 - 110 #REF! 3500.00 29.40 29.40 3529.40 3529.40110 - 113 #REF! 3500.00 29.40 29.30 3529.40 3529.30107 - 109 #REF! 3500.00 29.90 29.85 3529.90 3529.85109 - 111 #REF! 3500.00 29.85 29.80 3529.85 3529.80111 - 112 #REF! 3500.00 29.80 29.55 3529.80 3529.55112 - 113 #REF! 3500.00 29.55 29.30 3529.55 3529.30113 - 116 #REF! 3500.00 29.30 29.25 3529.30 3529.25115 - 112 #REF! 3500.00 29.70 29.55 3529.70 3529.55114 - 115 #REF! 3500.00 30.80 29.70 3530.80 3529.70115 - 116 #REF! 3500.00 29.70 29.25 3529.70 3529.25116 - 117 #REF! 3500.00 29.25 29.45 3529.25 3529.45117 - 118 #REF! 3500.00 29.45 27.50 3529.45 3527.50118 - plan #REF! 3500.00 27.50 27.50 3527.50 3527.50

#REF!

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BUZON Y/D 0 COTA FONDO PEND.FINAL VV INICIO FINAL

#REF! #REF! #REF! 25.00#REF! #REF!#REF! #REF!#REF! #REF! 69.96214#REF! #REF!#REF! #REF!#REF! #REF!#REF! #REF!#REF! #REF!#REF! #REF!

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