desagues hojas de calculo
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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
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
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
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
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
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
IVAN MOLINA P. MARCO SOTOMAYOR B.
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
IVAN MOLINA P. MARCO SOTOMAYOR B.
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
IVAN MOLINA P. MARCO SOTOMAYOR B.
-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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
IVAN MOLINA P. MARCO SOTOMAYOR B.
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
IVAN MOLINA P. MARCO SOTOMAYOR B.
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
IVAN MOLINA P. MARCO SOTOMAYOR B.
para la red de distribución que se detallan en los planos.
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
ABASTECIMIENTO DE AGUA POTABLE Y ALCANTARILLADO
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
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
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
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
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
QR QO QR/QO
%o VV/VO VO VV
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
QR QO QR/QO
%o VV/VO VO VV
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
%o
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
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!
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!
#REF!
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