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TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 1
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
60-59 88 0 88 29 3.800 1.500 1.500 6.840 79.883 79.269
59-58 47 88 135 44 3.800 1.500 1.500 6.840 79.269 78.707
58-54 52 135 188 61 3.800 1.500 1.500 6.840 78.707 78.522
54-53 104 188 292 95 3.800 1.500 1.500 6.840 78.522 77.744
58-61 104 135 239 78 3.800 1.500 1.500 6.840 78.707 78.407
62-61 45 0 45 15 3.800 1.500 1.500 6.840 78.597 78.407
61-53 52 284 336 110 3.800 1.500 1.500 6.840 78.407 77.744
53-52 102 628 730 238 3.800 1.500 1.500 6.840 77.744 76.393
61-63 102 284 386 126 3.800 1.500 1.500 6.840 78.407 77.161
64-63 46 0 46 15 3.800 1.500 1.500 6.840 78.045 77.161
63-52 52 432 484 158 3.800 1.500 1.500 6.840 77.161 76.393
54-49 52 188 239 78 3.800 1.500 1.500 6.840 78.522 78.339
49-50 104 239 344 112 3.800 1.500 1.500 6.840 78.339 76.702
53-50 52 628 680 222 3.800 1.500 1.500 6.840 77.744 76.702
50-51 101 1024 1125 367 3.800 1.500 1.500 6.840 76.702 75.610
52-51 53 1214 1267 413 3.800 1.500 1.500 6.840 76.393 75.610
51-78 53 2392 2445 797 3.800 1.500 1.500 6.840 75.610 74.820
49-80 52 239 292 95 3.800 1.500 1.500 6.840 78.339 77.605
80-79 104 292 396 129 3.800 1.500 1.500 6.840 77.605 75.649
50-79 53 1024 1077 351 3.800 1.500 1.500 6.840 76.702 75.649
79-78 101 1473 1574 513 3.800 1.500 1.500 6.840 75.649 74.820
80-83 52 292 343 112 3.800 1.500 1.500 6.840 77.605 76.827
83-84 104 343 448 146 3.800 1.500 1.500 6.840 76.827 74.646
79-84 50 1473 1523 496 3.800 1.500 1.500 6.840 75.649 74.646
COEF. HARMON
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 2
NOMBRE DE LA CALLE TRAMO
60-59
59-58
58-54
54-53
58-61
62-61
61-53
53-52
61-63
64-63
63-52
54-49
49-50
53-50
50-51
52-51
51-78
49-80
80-79
50-79
79-78
80-83
83-84
79-84
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
6.945 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055
11.949 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
3.546 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
7.473 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055
2.894 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
4.219 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
12.739 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040
13.313 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040
12.231 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
19.148 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
14.869 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
3.546 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
15.705 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036
19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033
10.792 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
14.869 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
14.869 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
14.035 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039
18.745 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033
8.212 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052
15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
20.867 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032
19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033
Coef. Rug. ManningComercial
(cm)
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 3
NOMBRE DE LA CALLE TRAMO
60-59
59-58
58-54
54-53
58-61
62-61
61-53
53-52
61-63
64-63
63-52
54-49
49-50
53-50
50-51
52-51
51-78
49-80
80-79
50-79
79-78
80-83
83-84
79-84
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 79.183 78.564
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 78.564 78.000
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.000 77.791
0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 77.773 77.044
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.000 77.584
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.887 77.707
0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 77.584 76.908
0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 76.908 75.589
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 77.584 76.362
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 77.338 76.461
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 76.362 75.587
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.773 77.566
0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 77.566 75.899
0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 76.908 75.866
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.866 74.752
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 75.587 74.797
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 74.752 73.956
0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 77.566 76.835
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 76.835 74.852
0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 75.866 74.812
0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 74.812 74.005
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 76.835 76.061
0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 76.061 73.867
0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 74.812 73.809
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 4
NOMBRE DE LA CALLE TRAMO
60-59
59-58
58-54
54-53
58-61
62-61
61-53
53-52
61-63
64-63
63-52
54-49
49-50
53-50
50-51
52-51
51-78
49-80
80-79
50-79
79-78
80-83
83-84
79-84
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
78.980 78.361 0.803 0.808 53.465 6.636 46.829
78.361 77.797 0.808 0.810 28.529 3.525 25.004
77.797 77.588 0.810 0.834 32.252 3.922 28.330
77.569 76.841 0.852 0.803 64.607 7.805 56.802
77.797 77.381 0.810 0.925 67.653 7.794 59.859
77.684 77.503 0.813 0.803 27.325 3.381 23.944
77.381 76.705 0.925 0.939 36.355 3.900 32.455
76.705 75.385 0.939 0.907 70.289 7.614 62.675
77.381 76.159 0.925 0.902 69.771 7.636 62.136
77.135 76.258 0.810 0.803 27.928 3.462 24.465
76.159 75.384 0.902 0.909 35.107 3.878 31.229
77.569 77.363 0.852 0.876 33.435 3.869 29.565
77.363 75.696 0.876 0.907 69.649 7.816 61.834
76.705 75.662 0.939 0.940 36.728 3.910 32.819
75.662 74.549 0.940 0.961 72.152 7.593 64.559
75.384 74.594 0.909 0.916 36.022 3.949 32.073
74.549 73.753 0.961 0.968 38.392 3.981 34.411
77.363 76.632 0.876 0.874 34.283 3.919 30.365
76.632 74.649 0.874 0.901 69.444 7.827 61.618
75.662 74.609 0.940 0.940 37.141 3.951 33.190
74.609 73.801 0.940 0.919 70.392 7.571 62.821
76.632 75.858 0.874 0.868 33.695 3.868 29.828
75.858 73.664 0.868 0.882 68.598 7.836 60.762
74.609 73.605 0.940 0.941 35.408 3.764 31.645
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 5
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
84-85 101 1971 2071 675 3.800 1.500 1.500 6.840 74.646 74.096
78-85 49 4019 4068 1325 3.718 2.454 1.500 10.948 74.820 74.096
84-87 53 1971 2023 659 3.800 1.500 1.500 6.840 74.646 73.594
89-88 91 0 91 30 3.800 1.500 1.500 6.840 79.090 76.036
83-88 52 343 396 129 3.800 1.500 1.500 6.840 76.827 76.036
88-87 105 486 591 193 3.800 1.500 1.500 6.840 76.036 73.594
87-86 101 2614 2715 884 3.800 1.638 1.500 7.469 73.594 73.311
85-86 53 6139 6192 2017 3.583 3.735 1.868 16.060 74.096 73.311
87-92 54 2614 2668 869 3.800 1.609 1.500 7.339 73.594 72.523
89-90 53 0 53 17 3.800 1.500 1.500 6.840 79.090 76.269
90-91 91 53 144 47 3.800 1.500 1.500 6.840 76.269 75.233
88-91 53 486 540 176 3.800 1.500 1.500 6.840 76.036 75.233
91-92 105 683 788 257 3.800 1.500 1.500 6.840 75.233 72.523
92-93 101 3456 3557 1159 3.758 2.146 1.500 9.676 72.523 72.509
86-93 54 8907 8961 2919 3.452 5.406 2.703 22.397 73.311 72.509
92-95 52 3456 3508 1143 3.762 2.116 1.500 9.553 72.523 71.492
90-97 49 53 101 33 3.800 1.500 1.500 6.840 76.269 73.664
97-96 92 101 193 63 3.800 1.500 1.500 6.840 73.664 74.478
91-96 50 683 733 239 3.800 1.500 1.500 6.840 75.233 74.478
96-95 105 926 1031 336 3.800 1.500 1.500 6.840 74.478 71.492
95-94 101 4539 4640 1511 3.677 2.799 1.500 12.351 71.492 71.722
93-94 53 12518 12571 4095 3.324 7.584 3.792 30.252 72.509 71.722
95-283 51 4539 4590 1495 3.681 2.769 1.500 12.231 71.492 70.468
96-282 53 926 980 319 3.800 1.500 1.500 6.840 74.478 71.734
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 6
NOMBRE DE LA CALLE TRAMO
84-85
78-85
84-87
89-88
83-88
88-87
87-86
85-86
87-92
89-90
90-91
88-91
91-92
92-93
86-93
92-95
90-97
97-96
91-96
96-95
95-94
93-94
95-283
96-282
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
5.455 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
14.828 15 7.088 20 8" 0.003 181.595 5.600 0.008 0.060
19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033
33.613 34 5.096 20 8" 0.003 273.400 8.431 0.005 0.025
15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
23.337 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030
2.806 4 7.868 20 8" 0.003 93.775 2.892 0.016 0.080
14.828 15 8.183 20 8" 0.003 181.595 5.600 0.010 0.088
19.987 20 5.780 20 8" 0.003 209.688 6.466 0.007 0.035
53.572 54 4.673 20 8" 0.003 344.552 10.625 0.004 0.020
11.341 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
25.876 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029
0.135 4 8.670 20 8" 0.003 93.775 2.892 0.016 0.103
14.828 15 9.270 20 8" 0.003 181.595 5.600 0.015 0.123
19.987 20 6.381 20 8" 0.003 209.688 6.466 0.007 0.046
53.578 54 4.673 20 8" 0.003 344.552 10.625 0.004 0.020
-8.883 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
28.456 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028
-2.285 4 9.501 20 8" 0.003 93.775 2.892 0.016 0.132
14.828 15 10.376 20 8" 0.003 181.595 5.600 0.021 0.167
19.987 20 7.000 20 8" 0.003 209.688 6.466 0.007 0.058
51.354 51 4.723 20 8" 0.003 334.845 10.325 0.004 0.020
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 7
NOMBRE DE LA CALLE TRAMO
84-85
78-85
84-87
89-88
83-88
88-87
87-86
85-86
87-92
89-90
90-91
88-91
91-92
92-93
86-93
92-95
90-97
97-96
91-96
96-95
95-94
93-94
95-283
96-282
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 73.809 73.304
0.303 0.551 0.064 0.167 1.697 3.085 1.311 3.384 73.956 73.223
0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 73.809 72.756
0.268 0.424 0.053 0.109 2.255 3.571 1.081 2.215 78.390 75.301
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 76.061 75.276
0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 75.276 72.870
0.370 0.598 0.088 0.191 1.070 1.730 1.790 3.878 72.756 72.352
0.324 0.617 0.072 0.201 1.813 3.454 1.453 4.084 73.223 72.429
0.290 0.469 0.060 0.128 1.875 3.029 1.225 2.601 72.756 71.683
0.249 0.395 0.048 0.098 2.649 4.198 0.970 1.984 78.390 75.546
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.538 74.533
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 75.276 74.479
0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 74.479 71.755
0.370 0.645 0.088 0.217 1.070 1.866 1.790 4.408 71.683 71.280
0.362 0.680 0.085 0.237 2.028 3.806 1.730 4.819 72.352 71.541
0.290 0.507 0.060 0.145 1.875 3.278 1.225 2.954 71.683 70.652
0.249 0.395 0.048 0.098 2.649 4.198 0.970 1.984 75.538 72.912
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.912 72.545
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 74.479 73.730
0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 72.545 69.607
0.370 0.693 0.088 0.245 1.070 2.003 1.790 4.981 69.607 69.204
0.401 0.741 0.100 0.276 2.246 4.151 2.032 5.610 71.280 70.485
0.290 0.546 0.060 0.164 1.875 3.528 1.225 3.330 69.607 68.582
0.252 0.399 0.048 0.099 2.597 4.115 0.983 2.011 72.545 69.820
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 8
NOMBRE DE LA CALLE TRAMO
84-85
78-85
84-87
89-88
83-88
88-87
87-86
85-86
87-92
89-90
90-91
88-91
91-92
92-93
86-93
92-95
90-97
97-96
91-96
96-95
95-94
93-94
95-283
96-282
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
73.605 73.101 0.941 0.895 69.467 7.566 61.901
73.753 73.020 0.968 0.976 35.604 3.663 31.941
73.605 72.552 0.941 0.942 37.171 3.948 33.223
78.187 75.097 0.803 0.838 55.939 6.815 49.124
75.858 75.073 0.868 0.863 33.988 3.926 30.062
75.073 72.667 0.863 0.828 66.328 7.846 58.482
72.552 72.149 0.942 1.062 75.765 7.561 68.204
73.020 72.226 0.976 0.985 38.927 3.969 34.958
72.552 71.480 0.942 0.943 37.893 4.022 33.871
78.187 75.343 0.803 0.826 32.169 3.950 28.219
75.335 74.330 0.834 0.803 56.065 6.848 49.217
75.073 74.276 0.863 0.857 34.261 3.983 30.278
74.276 71.552 0.857 0.870 67.875 7.857 60.018
71.480 71.077 0.943 1.332 85.944 7.557 78.387
72.149 71.337 1.062 1.071 43.298 4.059 39.240
71.480 70.449 0.943 0.943 36.453 3.866 32.587
75.335 72.709 0.834 0.855 30.800 3.647 27.153
72.709 72.342 0.855 2.036 99.443 6.879 92.564
74.276 73.526 0.857 0.852 32.043 3.749 28.293
72.342 69.404 2.036 1.989 158.379 7.870 150.509
69.404 69.001 1.989 2.622 174.141 7.555 166.586
71.077 70.281 1.332 1.341 53.167 3.978 49.189
69.404 68.379 1.989 1.989 76.449 3.844 72.605
72.342 69.617 2.036 2.018 81.231 4.007 77.223
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 9
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
97-98 12 101 114 37 3.800 1.500 1.500 6.840 73.664 73.008
98-99 35 114 149 48 3.800 1.500 1.500 6.840 73.008 72.498
122-121 108 0 108 35 3.800 1.500 1.500 6.840 75.841 74.736
121-120 49 108 157 51 3.800 1.500 1.500 6.840 74.736 73.591
122-123 25 0 25 8 3.800 1.500 1.500 6.840 75.841 75.977
125-123 66 0 66 21 3.800 1.500 1.500 6.840 76.329 75.977
123-124 54 91 145 47 3.800 1.500 1.500 6.840 75.977 76.657
124-120 59 145 204 66 3.800 1.500 1.500 6.840 76.657 73.591
117-118 27 0 27 9 3.800 1.500 1.500 6.840 76.126 75.012
125-118 63 0 63 21 3.800 1.500 1.500 6.840 76.329 75.012
118-119 43 90 133 43 3.800 1.500 1.500 6.840 75.012 73.440
119-120 53 133 186 61 3.800 1.500 1.500 6.840 73.440 73.591
120-100 47 547 595 194 3.800 1.500 1.500 6.840 73.591 71.512
119-101 53 133 186 61 3.800 1.500 1.500 6.840 73.440 71.882
117-116 27 0 27 9 3.800 1.500 1.500 6.840 76.126 76.023
70-69 44 0 44 14 3.800 1.500 1.500 6.840 87.944 87.904
69-68 127 44 171 56 3.800 1.500 1.500 6.840 87.904 86.101
68-67 219 171 390 127 3.800 1.500 1.500 6.840 86.101 83.498
67-66 223 390 613 200 3.800 1.500 1.500 6.840 83.498 81.253
66-45 36 613 649 211 3.800 1.500 1.500 6.840 81.253 80.340
69-72 118 44 162 53 3.800 1.500 1.500 6.840 87.904 87.310
70-71 116 0 116 38 3.800 1.500 1.500 6.840 87.944 86.882
71-72 44 116 159 52 3.800 1.500 1.500 6.840 86.882 87.310
72-75 80 322 402 131 3.800 1.500 1.500 6.840 87.310 86.631
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 10
NOMBRE DE LA CALLE TRAMO
97-98
98-99
122-121
121-120
122-123
125-123
123-124
124-120
117-118
125-118
118-119
119-120
120-100
119-101
117-116
70-69
69-68
68-67
67-66
66-45
69-72
70-71
71-72
72-75
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
53.578 54 4.673 20 8" 0.003 344.552 10.625 0.004 0.020
14.564 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
10.225 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
23.371 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030
-5.365 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
5.365 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
-12.609 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
51.872 52 4.706 20 8" 0.003 338.112 10.426 0.004 0.020
41.752 42 4.899 20 8" 0.003 303.867 9.370 0.005 0.023
20.900 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032
36.369 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024
-2.842 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
44.051 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022
29.389 29 5.251 20 8" 0.003 252.498 7.786 0.006 0.027
3.763 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
0.907 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
14.206 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039
11.880 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
10.063 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
25.566 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029
5.018 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
9.190 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049
-9.765 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
8.499 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 11
NOMBRE DE LA CALLE TRAMO
97-98
98-99
122-121
121-120
122-123
125-123
123-124
124-120
117-118
125-118
118-119
119-120
120-100
119-101
117-116
70-69
69-68
68-67
67-66
66-45
69-72
70-71
71-72
72-75
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.249 0.395 0.048 0.098 2.649 4.198 0.970 1.984 72.912 72.251
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 72.251 71.726
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 75.117 74.036
0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 74.018 72.891
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.117 75.015
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 75.605 75.277
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.015 74.799
0.251 0.397 0.048 0.099 2.614 4.143 0.979 2.002 74.799 71.727
0.259 0.410 0.051 0.104 2.427 3.845 1.029 2.106 75.426 74.305
0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 75.605 74.281
0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 74.281 72.725
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.725 72.512
0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 71.727 69.650
0.274 0.434 0.055 0.113 2.134 3.378 1.123 2.301 72.719 71.182
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.426 75.317
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 87.244 87.068
0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 87.068 85.291
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 85.291 82.662
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 82.662 80.431
0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 80.431 79.502
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 87.068 86.476
0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 87.222 86.182
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 86.182 86.006
0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 86.006 85.367
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 12
NOMBRE DE LA CALLE TRAMO
97-98
98-99
122-121
121-120
122-123
125-123
123-124
124-120
117-118
125-118
118-119
119-120
120-100
119-101
117-116
70-69
69-68
68-67
67-66
66-45
69-72
70-71
71-72
72-75
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
72.709 72.048 0.855 0.860 7.867 0.918 6.950
72.048 71.523 0.860 0.875 22.797 2.627 20.169
74.913 73.833 0.827 0.803 66.081 8.105 57.976
73.815 72.688 0.821 0.803 29.836 3.673 26.163
74.913 74.812 0.827 1.065 18.021 1.904 16.117
75.402 75.074 0.827 0.803 40.126 4.922 35.203
74.812 74.596 1.065 1.961 61.162 4.043 57.119
74.596 71.523 1.961 1.968 87.060 4.432 82.628
75.223 74.102 0.803 0.810 16.143 2.002 14.141
75.402 74.078 0.827 0.833 39.264 4.729 34.535
74.078 72.522 0.833 0.818 26.760 3.242 23.519
72.522 72.308 0.818 1.183 40.067 4.006 36.062
71.523 69.447 1.968 1.966 69.627 3.540 66.087
72.516 70.979 0.824 0.803 32.339 3.975 28.363
75.223 75.114 0.803 0.810 16.446 2.039 14.407
87.040 86.865 0.803 0.939 28.653 3.290 25.364
86.865 85.088 0.939 0.913 88.113 9.518 78.595
85.088 82.459 0.913 0.939 152.140 16.433 135.707
82.459 80.228 0.939 0.925 155.914 16.731 139.183
80.228 79.299 0.925 0.940 24.993 2.680 22.313
86.865 86.273 0.939 0.937 83.231 8.876 74.355
87.018 85.978 0.825 0.803 70.563 8.667 61.896
85.978 85.803 0.803 1.407 36.351 3.290 33.062
85.803 85.164 1.407 1.367 83.140 5.994 77.146
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 13
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
71-77 92 116 207 68 3.800 1.500 1.500 6.840 86.882 86.223
77-76 44 207 251 82 3.800 1.500 1.500 6.840 86.223 86.192
76-75 9 251 260 85 3.800 1.500 1.500 6.840 86.192 86.631
75-74 131 662 793 258 3.800 1.500 1.500 6.840 86.631 81.313
72-73 129 322 451 147 3.800 1.500 1.500 6.840 87.310 83.169
68-73 122 171 293 95 3.800 1.500 1.500 6.840 86.101 83.169
73-74 72 744 815 266 3.800 1.500 1.500 6.840 83.169 81.313
74-42 64 1608 1672 545 3.800 1.500 1.500 6.840 81.313 79.994
307-42 51 0 51 17 3.800 1.500 1.500 6.840 82.652 79.994
42-43 56 1723 1779 579 3.800 1.500 1.500 6.840 79.994 83.043
43-44 59 1779 1838 599 3.800 1.500 1.500 6.840 83.043 80.929
44-45 109 1838 1947 634 3.800 1.500 1.500 6.840 80.929 80.340
45-46 15 2595 2610 850 3.800 1.574 1.500 7.180 80.340 79.854
46-34 36 2610 2646 862 3.800 1.596 1.500 7.279 79.854 79.166
34-33 90 2646 2736 891 3.800 1.651 1.500 7.528 79.166 76.726
33-116 62 2736 2798 912 3.800 1.688 1.500 7.698 76.726 76.023
116-115 54 2826 2880 938 3.800 1.737 1.500 7.922 76.023 74.883
115-102 50 2880 2930 954 3.800 1.768 1.500 8.060 74.883 72.368
102-101 54 2930 2984 972 3.800 1.800 1.500 8.208 72.368 71.882
101-100 56 3170 3226 1051 3.786 1.946 1.500 8.841 71.882 71.512
100-99 61 3820 3881 1264 3.732 2.341 1.500 10.485 71.512 72.498
99-285 45 4030 4074 1327 3.717 2.458 1.500 10.964 72.498 70.168
100-289 56 3820 3877 1263 3.732 2.339 1.500 10.475 71.512 69.683
101-290 69 3170 3239 1055 3.785 1.954 1.500 8.874 71.882 69.299
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 14
NOMBRE DE LA CALLE TRAMO
71-77
77-76
76-75
75-74
72-73
68-73
73-74
74-42
307-42
42-43
43-44
44-45
45-46
46-34
34-33
33-116
116-115
115-102
102-101
101-100
100-99
99-285
100-289
101-290
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
7.171 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055
0.716 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
-48.793 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
40.646 41 4.921 20 8" 0.003 300.227 9.258 0.005 0.023
32.043 32 5.155 20 8" 0.003 265.237 8.179 0.006 0.026
24.004 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030
25.895 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029
20.588 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032
52.353 52 4.706 20 8" 0.003 338.112 10.426 0.004 0.020
-54.719 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
35.853 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024
5.401 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
33.439 33 5.219 20 8" 0.003 269.349 8.306 0.006 0.027
18.995 19 5.818 20 8" 0.003 204.379 6.302 0.007 0.036
27.038 27 5.516 20 8" 0.003 243.635 7.513 0.006 0.031
11.327 11 6.583 20 8" 0.003 155.509 4.795 0.010 0.050
20.993 21 5.894 20 8" 0.003 214.866 6.626 0.007 0.037
50.251 50 5.042 20 8" 0.003 331.546 10.224 0.005 0.024
9.052 9 7.002 20 8" 0.003 140.663 4.338 0.011 0.058
6.581 7 7.547 20 8" 0.003 124.053 3.825 0.012 0.071
-16.286 4 8.935 20 8" 0.003 93.775 2.892 0.016 0.112
52.180 52 5.617 20 8" 0.003 338.112 10.426 0.004 0.032
32.417 32 6.048 20 8" 0.003 265.237 8.179 0.006 0.039
37.388 37 5.531 20 8" 0.003 285.206 8.795 0.005 0.031
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 15
NOMBRE DE LA CALLE TRAMO
71-77
77-76
76-75
75-74
72-73
68-73
73-74
74-42
307-42
42-43
43-44
44-45
45-46
46-34
34-33
33-116
116-115
115-102
102-101
101-100
100-99
99-285
100-289
101-290
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 86.166 85.523
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 85.523 85.348
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 85.348 85.312
0.260 0.412 0.051 0.104 2.407 3.813 1.035 2.118 85.312 79.948
0.270 0.427 0.054 0.111 2.208 3.496 1.097 2.247 86.006 81.870
0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 85.291 82.360
0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 81.870 80.008
0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 79.948 78.602
0.251 0.397 0.048 0.099 2.614 4.143 0.979 2.002 81.934 79.294
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.602 78.379
0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 78.379 76.256
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 76.256 75.711
0.269 0.432 0.054 0.112 2.232 3.586 1.089 2.283 75.711 75.231
0.292 0.471 0.061 0.129 1.842 2.968 1.240 2.623 75.231 74.543
0.277 0.451 0.056 0.121 2.082 3.391 1.141 2.450 74.543 72.107
0.318 0.520 0.069 0.151 1.523 2.492 1.410 3.075 72.107 71.424
0.288 0.476 0.060 0.131 1.907 3.153 1.211 2.667 71.424 70.284
0.252 0.420 0.049 0.108 2.579 4.294 0.988 2.185 70.284 67.781
0.327 0.546 0.073 0.164 1.420 2.367 1.478 3.331 67.781 67.298
0.340 0.579 0.077 0.181 1.301 2.214 1.568 3.672 67.298 66.904
0.370 0.661 0.088 0.226 1.070 1.910 1.790 4.588 66.904 66.662
0.251 0.458 0.048 0.123 2.614 4.774 0.979 2.508 66.662 64.340
0.270 0.486 0.054 0.136 2.208 3.973 1.097 2.757 66.904 65.098
0.264 0.452 0.052 0.121 2.323 3.978 1.060 2.459 67.298 64.742
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 16
NOMBRE DE LA CALLE TRAMO
71-77
77-76
76-75
75-74
72-73
68-73
73-74
74-42
307-42
42-43
43-44
44-45
45-46
46-34
34-33
33-116
116-115
115-102
102-101
101-100
100-99
99-285
100-289
101-290
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
85.963 85.320 0.819 0.803 55.866 6.888 48.978
85.320 85.145 0.803 0.947 28.755 3.286 25.469
85.145 85.109 0.947 1.422 7.993 0.675 7.318
85.109 79.745 1.422 1.468 141.804 9.812 131.992
85.803 81.667 1.407 1.401 136.104 9.693 126.411
85.088 82.156 0.913 0.912 83.602 9.162 74.440
81.667 79.804 1.401 1.409 75.509 5.374 70.135
79.745 78.399 1.468 1.495 71.231 4.808 66.424
81.731 79.090 0.821 0.803 30.931 3.808 27.123
78.399 78.176 1.495 4.767 130.877 4.180 126.697
78.176 76.053 4.767 4.776 211.026 4.422 206.604
76.053 75.507 4.776 4.732 389.085 8.184 380.901
75.507 75.028 4.732 4.726 51.491 1.089 50.402
75.028 74.340 4.726 4.726 128.363 2.716 125.647
74.340 71.903 4.726 4.723 319.795 6.769 313.026
71.903 71.221 4.723 4.702 219.231 4.652 214.579
71.221 70.080 4.702 4.703 191.584 4.074 187.510
70.080 67.578 4.703 4.690 176.298 3.754 172.544
67.578 67.095 4.690 4.687 188.831 4.027 184.804
67.095 66.701 4.687 4.711 197.989 4.213 193.776
66.701 66.459 4.711 5.939 241.714 4.539 237.175
66.459 64.137 5.939 5.931 198.779 3.349 195.429
66.701 64.895 4.711 4.687 198.917 4.233 194.684
67.095 64.539 4.687 4.661 242.159 5.181 236.978
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 17
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
102-291 78 2930 3008 980 3.800 1.815 1.500 8.274 72.368 68.790
102-103 66 2930 2996 976 3.800 1.807 1.500 8.241 72.368 71.471
39-27 74 0 74 24 3.800 1.500 1.500 6.840 81.094 80.263
27-28 69 74 143 47 3.800 1.500 1.500 6.840 80.263 79.810
28-29 46 143 189 62 3.800 1.500 1.500 6.840 79.810 76.900
33-32 80 2736 2817 918 3.800 1.699 1.500 7.748 76.726 75.729
44-35 48 1838 1885 614 3.800 1.500 1.500 6.840 80.929 79.080
42-41 49 1723 1771 577 3.800 1.500 1.500 6.840 79.994 79.143
41-35 117 1771 1889 615 3.800 1.500 1.500 6.840 79.143 79.080
34-35 99 2646 2745 894 3.800 1.656 1.500 7.553 79.166 79.080
35-36 63 6519 6583 2144 3.562 3.971 1.986 16.975 79.080 76.732
36-32 22 6583 6605 2152 3.561 3.985 1.992 17.026 76.732 75.729
32-31 25 9422 9446 3077 3.433 5.699 2.849 23.476 75.729 74.924
31-30 135 9446 9581 3121 3.428 5.780 2.890 23.775 74.924 76.934
36-37 143 6583 6726 2191 3.555 4.057 2.029 17.307 76.732 79.436
38-37 30 0 30 10 3.800 1.500 1.500 6.840 79.442 79.436
39-37 98 0 98 32 3.800 1.500 1.500 6.840 81.094 79.436
37-30 72 6853 6925 2256 3.545 4.178 2.089 17.771 79.436 76.934
30-29 1 16506 16507 5378 3.216 9.959 4.979 38.427 76.934 76.900
29-128 52 16697 16749 5456 3.210 10.104 5.052 38.916 76.900 74.436
130-129 25 0 25 8 3.800 1.500 1.500 6.840 77.712 77.368
129-128 49 25 73 24 3.800 1.500 1.500 6.840 77.368 74.436
128-127 85 16822 16906 5508 3.206 10.199 5.100 39.237 74.436 72.884
116-126 55 2826 2881 939 3.800 1.738 1.500 7.925 76.023 73.255
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 18
NOMBRE DE LA CALLE TRAMO
102-291
102-103
39-27
27-28
28-29
33-32
44-35
42-41
41-35
34-35
35-36
36-32
32-31
31-30
36-37
38-37
39-37
37-30
30-29
29-128
130-129
129-128
128-127
116-126
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
45.927 46 5.172 20 8" 0.003 318.008 9.806 0.005 0.026
13.672 14 6.454 20 8" 0.003 175.438 5.410 0.009 0.047
11.197 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
6.592 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055
62.696 63 4.540 20 8" 0.003 372.159 11.476 0.004 0.018
12.415 12 6.492 20 8" 0.003 162.424 5.009 0.009 0.048
38.788 39 4.967 20 8" 0.003 292.813 9.029 0.005 0.023
17.545 18 5.742 20 8" 0.003 198.927 6.134 0.008 0.034
0.534 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
0.869 4 7.901 20 8" 0.003 93.775 2.892 0.016 0.081
36.980 37 7.054 20 8" 0.003 285.206 8.795 0.007 0.060
45.242 45 6.807 20 8" 0.003 314.532 9.699 0.006 0.054
32.614 33 8.138 20 8" 0.003 269.349 8.306 0.011 0.087
-14.930 4 12.146 20 8" 0.003 93.775 2.892 0.031 0.254
-18.912 4 10.783 20 8" 0.003 93.775 2.892 0.022 0.185
0.207 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
16.981 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035
34.737 35 7.251 20 8" 0.003 277.391 8.554 0.008 0.064
35.111 35 9.683 20 8" 0.003 277.391 8.554 0.018 0.139
47.572 48 9.169 20 8" 0.003 324.847 10.017 0.016 0.120
14.007 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039
60.316 60 4.582 20 8" 0.003 363.190 11.199 0.004 0.019
18.307 18 11.055 20 8" 0.003 198.927 6.134 0.026 0.197
49.960 50 5.010 20 8" 0.003 331.546 10.224 0.005 0.024
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 19
NOMBRE DE LA CALLE TRAMO
102-291
102-103
39-27
27-28
28-29
33-32
44-35
42-41
41-35
34-35
35-36
36-32
32-31
31-30
36-37
38-37
39-37
37-30
30-29
29-128
130-129
129-128
128-127
116-126
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.255 0.429 0.050 0.111 2.505 4.203 1.008 2.257 67.781 64.198
0.306 0.512 0.066 0.148 1.656 2.767 1.332 2.998 67.781 66.863
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 80.380 79.563
0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 79.563 79.082
0.244 0.386 0.046 0.094 2.795 4.430 0.936 1.912 79.082 76.157
0.313 0.514 0.068 0.149 1.570 2.574 1.381 3.020 72.107 71.143
0.262 0.415 0.052 0.105 2.366 3.747 1.047 2.144 76.256 74.397
0.295 0.466 0.062 0.127 1.808 2.859 1.256 2.579 78.602 77.729
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.729 77.260
0.370 0.600 0.088 0.192 1.070 1.735 1.790 3.900 74.543 74.146
0.288 0.549 0.060 0.165 2.530 4.827 1.209 3.363 74.146 71.797
0.279 0.534 0.057 0.158 2.711 5.175 1.157 3.211 71.797 70.799
0.327 0.614 0.072 0.200 2.713 5.101 1.473 4.055 70.799 69.984
0.451 0.834 0.120 0.343 1.304 2.413 2.447 6.976 69.984 69.445
0.405 0.763 0.102 0.291 1.173 2.207 2.067 5.913 71.797 71.225
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.742 78.622
0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 80.380 78.719
0.295 0.561 0.062 0.172 2.520 4.798 1.255 3.486 71.225 68.705
0.383 0.703 0.093 0.251 3.278 6.013 1.891 5.109 68.705 68.670
0.367 0.674 0.087 0.234 3.677 6.751 1.767 4.749 68.670 66.184
0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 77.012 76.668
0.245 0.389 0.047 0.095 2.748 4.355 0.947 1.935 76.653 73.736
0.427 0.778 0.110 0.301 2.618 4.771 2.241 6.119 66.184 64.658
0.252 0.418 0.049 0.107 2.579 4.272 0.988 2.167 71.424 68.654
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 20
NOMBRE DE LA CALLE TRAMO
102-291
102-103
39-27
27-28
28-29
33-32
44-35
42-41
41-35
34-35
35-36
36-32
32-31
31-30
36-37
38-37
39-37
37-30
30-29
29-128
130-129
129-128
128-127
116-126
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
67.578 63.994 4.690 4.696 274.196 5.843 268.354
67.578 66.660 4.690 4.712 231.233 4.919 226.315
80.176 79.360 0.818 0.803 45.131 5.568 39.563
79.360 78.879 0.803 0.831 42.104 5.152 36.952
78.879 75.954 0.831 0.845 29.186 3.482 25.704
71.903 70.940 4.723 4.689 283.377 6.022 277.355
76.053 74.194 4.776 4.786 170.935 3.575 167.360
78.399 77.526 1.495 1.517 54.781 3.638 51.143
77.526 77.057 1.517 1.923 151.112 8.786 142.326
74.340 73.943 4.726 5.037 363.767 7.452 356.315
73.943 71.594 5.037 5.038 239.905 4.762 235.143
71.594 70.596 5.038 5.033 83.712 1.662 82.050
70.596 69.781 5.033 5.043 93.344 1.853 91.491
69.781 69.242 5.043 7.592 638.129 10.101 628.028
71.594 71.022 5.038 8.314 715.829 10.722 705.107
78.539 78.419 0.803 0.917 19.349 2.250 17.099
80.176 78.516 0.818 0.820 59.971 7.325 52.646
71.022 68.501 8.314 8.333 449.511 5.401 444.111
68.501 68.467 8.333 8.333 6.179 0.074 6.104
68.467 65.981 8.333 8.355 324.123 3.885 320.239
76.809 76.465 0.803 0.803 14.775 1.839 12.936
76.450 73.532 0.819 0.803 29.572 3.647 25.925
65.981 64.455 8.355 8.329 530.327 6.357 523.970
71.221 68.450 4.702 4.705 195.483 4.156 191.327
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 21
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
31-126 51 9446 9497 3094 3.431 5.730 2.865 23.590 74.924 73.255
126-127 47 12378 12426 4048 3.329 7.496 3.748 29.943 73.255 72.884
127-114 50 29332 29382 9572 2.974 17.726 8.863 63.250 72.884 72.717
129-112 50 25 74 24 3.800 1.500 1.500 6.840 77.368 73.542
27-131 79 74 153 50 3.800 1.500 1.500 6.840 80.263 75.465
130-131 55 0 55 18 3.800 1.500 1.500 6.840 77.712 75.465
131-132 80 209 289 94 3.800 1.500 1.500 6.840 75.465 73.072
27-26 28 74 102 33 3.800 1.500 1.500 6.840 80.263 79.840
26-305 40 102 142 46 3.800 1.500 1.500 6.840 79.840 77.728
305-304 58 142 199 65 3.800 1.500 1.500 6.840 77.728 76.151
26-25 77 102 179 58 3.800 1.500 1.500 6.840 79.840 81.597
25-304 63 179 242 79 3.800 1.500 1.500 6.840 81.597 76.151
304-303 84 442 526 171 3.800 1.500 1.500 6.840 76.151 72.773
22-302 135 0 135 44 3.800 1.500 1.500 6.840 78.722 73.273
302-301 52 135 187 61 3.800 1.500 1.500 6.840 73.273 73.794
308-8 91 0 91 30 3.800 1.500 1.500 6.840 83.691 82.868
5-4 50 0 50 16 3.800 1.500 1.500 6.840 89.521 89.363
4-3 37 50 87 28 3.800 1.500 1.500 6.840 89.363 89.930
3-6 63 87 150 49 3.800 1.500 1.500 6.840 89.930 89.725
6-7 299 150 449 146 3.800 1.500 1.500 6.840 89.725 88.731
7-8 303 449 752 245 3.800 1.500 1.500 6.840 88.731 82.868
8-9 55 843 897 292 3.800 1.500 1.500 6.840 82.868 80.308
11-10 65 0 65 21 3.800 1.500 1.500 6.840 83.277 81.279
6-17 113 150 263 86 3.800 1.500 1.500 6.840 89.725 87.326
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 22
NOMBRE DE LA CALLE TRAMO
31-126
126-127
127-114
129-112
27-131
130-131
131-132
27-26
26-305
305-304
26-25
25-304
304-303
22-302
302-301
308-8
5-4
4-3
3-6
6-7
7-8
8-9
11-10
6-17
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
32.615 33 8.153 20 8" 0.003 269.349 8.306 0.011 0.088
7.861 8 11.629 20 8" 0.003 132.618 4.089 0.028 0.226
3.319 4 17.530 20 8" 0.003 93.775 2.892 0.095 0.674
76.617 77 4.372 20 8" 0.003 411.437 12.687 0.004 0.017
60.647 61 4.567 20 8" 0.003 366.204 11.292 0.004 0.019
40.482 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023
29.982 30 5.218 20 8" 0.003 256.814 7.919 0.006 0.027
15.080 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
53.342 53 4.689 20 8" 0.003 341.347 10.526 0.004 0.020
27.409 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028
-22.843 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
86.571 87 4.273 20 8" 0.003 437.339 13.486 0.003 0.016
39.999 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023
40.281 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023
-10.036 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
9.076 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049
3.169 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
-15.400 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
3.239 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
3.324 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
19.346 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
46.834 47 4.796 20 8" 0.003 321.446 9.912 0.005 0.021
30.538 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026
21.278 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 23
NOMBRE DE LA CALLE TRAMO
31-126
126-127
127-114
129-112
27-131
130-131
131-132
27-26
26-305
305-304
26-25
25-304
304-303
22-302
302-301
308-8
5-4
4-3
3-6
6-7
7-8
8-9
11-10
6-17
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.327 0.615 0.073 0.200 2.717 5.109 1.476 4.064 69.984 68.296
0.439 0.808 0.116 0.323 1.797 3.304 2.348 6.564 68.296 67.918
0.629 1.073 0.208 0.602 1.819 3.104 4.220 12.223 64.658 64.457
0.236 0.375 0.044 0.090 2.997 4.751 0.893 1.824 76.653 72.808
0.245 0.388 0.046 0.095 2.764 4.380 0.943 1.927 79.563 74.737
0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 76.985 74.765
0.273 0.432 0.055 0.112 2.159 3.418 1.114 2.282 74.737 72.343
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 79.561 79.140
0.250 0.396 0.048 0.098 2.632 4.171 0.975 1.993 79.126 77.028
0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 77.005 75.451
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 79.126 78.818
0.232 0.368 0.043 0.087 3.126 4.958 0.868 1.772 78.818 73.345
0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 73.345 69.968
0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 77.984 72.573
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.573 72.365
0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 82.984 82.168
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.821 88.621
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.621 88.474
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.474 88.221
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.221 87.025
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 87.025 81.266
0.255 0.403 0.049 0.101 2.524 3.999 1.002 2.050 81.266 78.697
0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 82.577 80.549
0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 88.221 85.853
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 24
NOMBRE DE LA CALLE TRAMO
31-126
126-127
127-114
129-112
27-131
130-131
131-132
27-26
26-305
305-304
26-25
25-304
304-303
22-302
302-301
308-8
5-4
4-3
3-6
6-7
7-8
8-9
11-10
6-17
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
69.781 68.093 5.043 5.062 193.861 3.837 190.024
68.093 67.715 5.062 5.069 179.358 3.541 175.817
64.455 64.254 8.329 8.363 314.092 3.763 310.329
76.450 72.604 0.819 0.838 31.019 3.746 27.274
79.360 74.534 0.803 0.831 48.480 5.933 42.547
76.782 74.562 0.830 0.803 33.988 4.162 29.826
74.534 72.139 0.831 0.833 49.805 5.987 43.817
79.357 78.936 0.805 0.803 16.929 2.105 14.824
78.923 76.825 0.817 0.803 24.047 2.969 21.078
76.801 75.248 0.827 0.803 35.170 4.316 30.854
78.923 78.615 0.817 2.882 106.712 5.770 100.942
78.615 73.142 2.882 2.909 136.614 4.718 131.895
73.142 69.764 2.909 2.909 184.231 6.333 177.898
77.781 72.369 0.841 0.803 83.424 10.146 73.278
72.369 72.162 0.803 1.532 45.451 3.893 41.558
82.781 81.965 0.810 0.803 54.835 6.798 48.037
88.618 88.418 0.803 0.845 30.812 3.740 27.072
88.418 88.271 0.845 1.559 33.212 2.763 30.449
88.271 88.017 1.559 1.608 75.290 4.755 70.535
88.017 86.821 1.608 1.810 383.097 22.422 360.675
86.821 81.063 1.810 1.705 399.418 22.730 376.688
81.063 78.494 1.705 1.714 70.081 4.100 65.981
82.374 80.346 0.803 0.833 40.149 4.906 35.243
88.017 85.650 1.608 1.576 134.604 8.456 126.148
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 25
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
18-17 78 0 78 25 3.800 1.500 1.500 6.840 85.802 87.326
17-16 130 341 471 153 3.800 1.500 1.500 6.840 87.326 88.751
3-2 121 87 207 68 3.800 1.500 1.500 6.840 89.930 90.311
1-2 81 0 81 26 3.800 1.500 1.500 6.840 90.651 90.311
2-16 96 288 384 125 3.800 1.500 1.500 6.840 90.311 88.751
16-15 43 855 898 292 3.800 1.500 1.500 6.840 88.751 87.710
1-19 116 0 116 38 3.800 1.500 1.500 6.840 90.651 89.001
19-15 68 116 184 60 3.800 1.500 1.500 6.840 89.001 87.710
15-14 69 1082 1150 375 3.800 1.500 1.500 6.840 87.710 84.340
14-13 65 1150 1216 396 3.800 1.500 1.500 6.840 84.340 82.202
13-12 34 1216 1250 407 3.800 1.500 1.500 6.840 82.202 81.340
12-10 56 1250 1305 425 3.800 1.500 1.500 6.840 81.340 81.279
10-9 242 1371 1613 525 3.800 1.500 1.500 6.840 81.279 80.308
9-24 90 2510 2600 847 3.800 1.568 1.500 7.151 80.308 77.460
25-24 82 179 261 85 3.800 1.500 1.500 6.840 81.597 77.460
24-23 15 2861 2876 937 3.800 1.735 1.500 7.911 77.460 76.341
22-23 190 0 190 62 3.800 1.500 1.500 6.840 78.722 76.341
23-301 56 3066 3122 1017 3.795 1.883 1.500 8.577 76.341 73.794
301-300 64 3309 3373 1099 3.773 2.035 1.500 9.213 73.794 70.859
298-297 32 0 32 11 3.800 1.500 1.500 6.840 71.468 70.659
22-21 47 0 47 15 3.800 1.500 1.500 6.840 78.722 78.710
12-20 34 1250 1283 418 3.800 1.500 1.500 6.840 81.340 80.478
20-21 65 1283 1348 439 3.800 1.500 1.500 6.840 80.478 78.710
21-299 133 1395 1528 498 3.800 1.500 1.500 6.840 78.710 72.240
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 26
NOMBRE DE LA CALLE TRAMO
18-17
17-16
3-2
1-2
2-16
16-15
1-19
19-15
15-14
14-13
13-12
12-10
10-9
9-24
25-24
24-23
22-23
23-301
301-300
298-297
22-21
12-20
20-21
21-299
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
-19.544 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
-10.973 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
-3.156 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
4.201 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
16.327 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036
24.238 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030
14.171 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039
19.085 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
48.998 49 4.759 20 8" 0.003 328.214 10.121 0.005 0.021
32.781 33 5.125 20 8" 0.003 269.349 8.306 0.006 0.025
25.401 25 5.399 20 8" 0.003 234.438 7.229 0.006 0.029
1.089 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
4.018 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
31.786 32 5.242 20 8" 0.003 265.237 8.179 0.006 0.027
50.459 50 4.741 20 8" 0.003 331.546 10.224 0.005 0.021
74.922 75 4.640 20 8" 0.003 406.059 12.521 0.004 0.019
12.517 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040
45.747 46 5.242 20 8" 0.003 318.008 9.806 0.005 0.027
46.002 46 5.385 20 8" 0.003 318.008 9.806 0.005 0.029
24.943 25 5.399 20 8" 0.003 234.438 7.229 0.006 0.029
0.258 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
25.401 25 5.399 20 8" 0.003 234.438 7.229 0.006 0.029
27.209 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028
48.634 49 4.759 20 8" 0.003 328.214 10.121 0.005 0.021
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 27
NOMBRE DE LA CALLE TRAMO
18-17
17-16
3-2
1-2
2-16
16-15
1-19
19-15
15-14
14-13
13-12
12-10
10-9
9-24
25-24
24-23
22-23
23-301
301-300
298-297
22-21
12-20
20-21
21-299
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 85.102 84.790
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 84.790 84.270
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.474 87.991
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 89.935 89.611
0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 87.991 86.463
0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 84.270 83.240
0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 89.931 88.301
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 88.295 87.010
0.253 0.401 0.049 0.100 2.561 4.058 0.993 2.030 83.240 79.869
0.269 0.426 0.054 0.110 2.232 3.534 1.089 2.231 79.869 77.717
0.280 0.444 0.057 0.117 2.027 3.207 1.162 2.384 77.717 76.869
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.869 76.645
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.645 75.678
0.270 0.433 0.054 0.113 2.208 3.544 1.097 2.296 75.678 72.811
0.252 0.400 0.049 0.099 2.579 4.087 0.988 2.020 78.818 74.719
0.237 0.393 0.044 0.097 2.969 4.919 0.899 1.966 72.811 71.692
0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 77.984 75.512
0.255 0.433 0.050 0.113 2.505 4.249 1.008 2.296 71.692 69.130
0.255 0.443 0.050 0.117 2.505 4.341 1.008 2.376 69.130 66.195
0.280 0.444 0.057 0.117 2.027 3.207 1.162 2.384 70.768 69.957
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.984 77.796
0.280 0.444 0.057 0.117 2.027 3.207 1.162 2.384 76.869 76.021
0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 76.021 74.266
0.253 0.401 0.049 0.100 2.561 4.058 0.993 2.030 74.266 67.747
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 28
NOMBRE DE LA CALLE TRAMO
18-17
17-16
3-2
1-2
2-16
16-15
1-19
19-15
15-14
14-13
13-12
12-10
10-9
9-24
25-24
24-23
22-23
23-301
301-300
298-297
22-21
12-20
20-21
21-299
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
84.898 84.586 0.803 2.640 100.701 5.850 94.851
84.586 84.067 2.640 4.584 351.783 9.740 342.043
88.271 87.788 1.559 2.423 180.169 9.049 171.120
89.732 89.408 0.819 0.803 49.282 6.074 43.207
87.788 86.259 2.423 2.391 172.506 7.167 165.339
84.067 83.036 4.584 4.574 147.461 3.220 144.241
89.728 88.098 0.823 0.803 71.012 8.733 62.279
88.092 86.807 0.809 0.803 40.895 5.073 35.822
83.036 79.666 4.574 4.574 235.960 5.159 230.801
79.666 77.514 4.574 4.588 224.080 4.891 219.188
77.514 76.666 4.588 4.575 116.566 2.544 114.022
76.666 76.442 4.575 4.737 194.912 4.186 190.725
76.442 75.475 4.737 4.733 858.688 18.135 840.553
75.475 72.608 4.733 4.752 318.677 6.720 311.957
78.615 74.516 2.882 2.844 176.065 6.149 169.916
72.608 71.488 4.752 4.753 53.208 1.120 52.088
77.781 75.308 0.841 0.933 126.544 14.263 112.280
71.488 68.926 4.753 4.767 198.837 4.177 194.660
68.926 65.992 4.767 4.767 228.054 4.784 223.270
70.565 69.754 0.803 0.805 19.554 2.432 17.123
77.781 77.593 0.841 1.017 32.740 3.524 29.217
76.666 75.817 4.575 4.561 116.220 2.544 113.676
75.817 74.062 4.561 4.547 222.033 4.875 217.157
74.062 67.544 4.547 4.596 456.120 9.977 446.143
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 29
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
299-297 71 1528 1600 521 3.800 1.500 1.500 6.840 72.240 70.659
297-296 49 1632 1681 548 3.800 1.500 1.500 6.840 70.659 69.231
299-295 49 1528 1577 514 3.800 1.500 1.500 6.840 72.240 69.982
295-296 74 1577 1651 538 3.800 1.500 1.500 6.840 69.982 69.231
296-300 84 3332 3416 1113 3.770 2.061 1.500 9.322 69.231 70.859
300-303 75 6789 6864 2236 3.548 4.141 2.070 17.628 70.859 72.773
303-133 49 7390 7439 2424 3.519 4.488 2.244 18.955 72.773 70.207
140-139 84 0 84 27 3.800 1.500 1.500 6.840 71.067 70.134
144-143 83 0 83 27 3.800 1.500 1.500 6.840 71.926 69.964
149-150 40 0 40 13 3.800 1.500 1.500 6.840 72.840 72.694
150-151 43 40 83 27 3.800 1.500 1.500 6.840 72.694 70.290
151-143 50 83 133 43 3.800 1.500 1.500 6.840 70.290 69.964
143-139 48 216 265 86 3.800 1.500 1.500 6.840 69.964 70.134
139-138 48 348 396 129 3.800 1.500 1.500 6.840 70.134 69.564
139-141 83 348 431 141 3.800 1.500 1.500 6.840 70.134 69.211
143-142 86 216 302 99 3.800 1.500 1.500 6.840 69.964 69.202
151-152 88 83 171 56 3.800 1.500 1.500 6.840 70.290 69.720
149-155 47 0 47 15 3.800 1.500 1.500 6.840 72.840 72.601
155-154 83 47 130 42 3.800 1.500 1.500 6.840 72.601 70.026
151-154 49 83 132 43 3.800 1.500 1.500 6.840 70.290 70.026
155-156 50 47 97 32 3.800 1.500 1.500 6.840 72.601 71.316
216-215 70 0 70 23 3.800 1.500 1.500 6.840 72.817 75.966
213-214 43 0 43 14 3.800 1.500 1.500 6.840 75.258 75.660
214-215 40 43 83 27 3.800 1.500 1.500 6.840 75.660 75.966
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 30
NOMBRE DE LA CALLE TRAMO
299-297
297-296
299-295
295-296
296-300
300-303
303-133
140-139
144-143
149-150
150-151
151-143
143-139
139-138
139-141
143-142
151-152
149-155
155-154
151-154
155-156
216-215
213-214
214-215
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
22.201 22 5.530 20 8" 0.003 219.923 6.782 0.007 0.031
29.177 29 5.251 20 8" 0.003 252.498 7.786 0.006 0.027
46.384 46 4.816 20 8" 0.003 318.008 9.806 0.005 0.022
10.127 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
-19.473 4 8.550 20 8" 0.003 93.775 2.892 0.016 0.099
-25.414 4 10.857 20 8" 0.003 93.775 2.892 0.022 0.188
51.917 52 6.897 20 8" 0.003 338.112 10.426 0.007 0.056
11.172 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
23.509 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030
3.612 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
55.791 56 4.641 20 8" 0.003 350.875 10.820 0.004 0.019
6.584 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055
-3.511 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
11.838 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
11.106 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
8.855 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049
6.488 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060
5.101 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
30.863 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026
5.395 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
25.507 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029
-45.007 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
-9.383 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
-7.573 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 31
NOMBRE DE LA CALLE TRAMO
299-297
297-296
299-295
295-296
296-300
300-303
303-133
140-139
144-143
149-150
150-151
151-143
143-139
139-138
139-141
143-142
151-152
149-155
155-154
151-154
155-156
216-215
213-214
214-215
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.286 0.452 0.059 0.121 1.939 3.067 1.198 2.458 67.747 66.180
0.274 0.434 0.055 0.113 2.134 3.378 1.123 2.301 66.180 64.761
0.255 0.405 0.050 0.101 2.505 3.969 1.008 2.061 67.747 65.508
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 65.508 64.766
0.370 0.638 0.088 0.213 1.070 1.846 1.790 4.327 64.761 64.426
0.408 0.767 0.103 0.294 1.180 2.218 2.087 5.969 64.426 64.125
0.283 0.539 0.058 0.161 2.956 5.621 1.182 3.266 64.125 61.555
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 70.352 69.434
0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 71.226 69.223
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.140 71.978
0.248 0.393 0.047 0.097 2.683 4.252 0.962 1.967 71.978 69.565
0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 69.565 69.218
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 69.218 69.025
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 69.025 68.448
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 69.025 68.111
0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 69.218 68.444
0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 69.547 69.020
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 72.135 71.901
0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 71.901 69.315
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 69.547 69.303
0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 71.901 70.592
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.117 71.837
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 74.558 74.386
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 74.386 74.225
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 32
NOMBRE DE LA CALLE TRAMO
299-297
297-296
299-295
295-296
296-300
300-303
303-133
140-139
144-143
149-150
150-151
151-143
143-139
139-138
139-141
143-142
151-152
149-155
155-154
151-154
155-156
216-215
213-214
214-215
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
67.544 65.977 4.596 4.582 245.142 5.342 239.800
65.977 64.558 4.582 4.573 168.047 3.671 164.376
67.544 65.305 4.596 4.577 167.490 3.652 163.838
65.305 64.563 4.577 4.568 254.384 5.563 248.821
64.558 64.223 4.573 6.536 348.395 6.272 342.123
64.223 63.922 6.536 8.751 431.758 5.648 426.109
63.922 61.351 8.751 8.756 324.540 3.708 320.832
70.149 69.230 0.818 0.803 50.759 6.264 44.495
71.023 69.019 0.803 0.844 51.572 6.261 45.311
71.936 71.775 0.803 0.819 24.551 3.027 21.524
71.775 69.362 0.819 0.828 26.611 3.232 23.379
69.362 69.015 0.828 0.848 31.117 3.713 27.404
69.015 68.821 0.848 1.212 37.426 3.632 33.794
68.821 68.244 1.212 1.220 43.859 3.606 40.253
68.821 67.908 1.212 1.203 75.252 6.230 69.021
69.015 68.241 0.848 0.861 55.157 6.454 48.703
69.343 68.817 0.846 0.803 54.276 6.582 47.694
71.932 71.697 0.808 0.803 28.307 3.514 24.793
71.697 69.112 0.803 0.815 50.601 6.255 44.345
69.343 69.100 0.846 0.827 30.597 3.658 26.939
71.697 70.388 0.803 0.828 30.794 3.776 27.018
71.914 71.634 0.803 4.232 132.111 5.247 126.863
74.355 74.183 0.803 1.377 35.073 3.217 31.856
74.183 74.021 1.377 1.845 48.815 3.030 45.785
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 33
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
215-182 60 153 213 69 3.800 1.500 1.500 6.840 75.966 74.785
182-177 48 213 261 85 3.800 1.500 1.500 6.840 74.785 73.487
177-161 49 261 309 101 3.800 1.500 1.500 6.840 73.487 72.428
161-156 48 309 358 116 3.800 1.500 1.500 6.840 72.428 71.316
156-157 83 455 538 175 3.800 1.500 1.500 6.840 71.316 70.237
161-160 83 309 393 128 3.800 1.500 1.500 6.840 72.428 70.524
177-178 83 261 344 112 3.800 1.500 1.500 6.840 73.487 70.890
182-181 83 213 296 97 3.800 1.500 1.500 6.840 74.785 71.604
213-181 55 0 55 18 3.800 1.500 1.500 6.840 75.258 71.604
181-178 48 352 400 130 3.800 1.500 1.500 6.840 71.604 70.890
178-160 49 744 794 259 3.800 1.500 1.500 6.840 70.890 70.524
160-157 47 1186 1233 402 3.800 1.500 1.500 6.840 70.524 70.237
157-154 51 1772 1822 594 3.800 1.500 1.500 6.840 70.237 70.026
154-153 90 2085 2174 708 3.800 1.500 1.500 6.840 70.026 69.569
157-158 91 1772 1863 607 3.800 1.500 1.500 6.840 70.237 69.979
160-159 93 1186 1279 417 3.800 1.500 1.500 6.840 70.524 70.358
178-179 94 744 838 273 3.800 1.500 1.500 6.840 70.890 70.759
181-180 95 352 446 145 3.800 1.500 1.500 6.840 71.604 71.249
180-179 48 446 495 161 3.800 1.500 1.500 6.840 71.249 70.759
179-159 49 1333 1382 450 3.800 1.500 1.500 6.840 70.759 70.358
159-158 47 2662 2709 882 3.800 1.634 1.500 7.451 70.358 69.979
158-153 51 4572 4622 1506 3.678 2.789 1.500 12.309 69.979 69.569
153-152 51 6797 6847 2231 3.548 4.131 2.065 17.590 69.569 69.720
152-142 47 7019 7066 2302 3.538 4.263 2.131 18.095 69.720 69.202
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 34
NOMBRE DE LA CALLE TRAMO
215-182
182-177
177-161
161-156
156-157
161-160
177-178
182-181
213-181
181-178
178-160
160-157
157-154
154-153
157-158
160-159
178-179
181-180
180-179
179-159
159-158
158-153
153-152
152-142
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
19.777 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033
27.060 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028
21.836 22 5.530 20 8" 0.003 219.923 6.782 0.007 0.031
23.112 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030
12.948 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040
22.849 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030
31.188 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026
38.198 38 4.991 20 8" 0.003 289.035 8.913 0.005 0.024
65.858 66 4.500 20 8" 0.003 380.917 11.746 0.004 0.018
14.847 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
7.394 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055
6.095 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060
4.170 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
5.102 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
2.828 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
1.781 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
1.392 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
3.745 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
10.146 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
8.116 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052
8.058 8 6.903 20 8" 0.003 132.618 4.089 0.011 0.056
8.058 8 8.333 20 8" 0.003 132.618 4.089 0.011 0.093
-2.964 4 10.848 20 8" 0.003 93.775 2.892 0.022 0.188
10.943 11 9.070 20 8" 0.003 155.509 4.795 0.014 0.116
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 35
NOMBRE DE LA CALLE TRAMO
215-182
182-177
177-161
161-156
156-157
161-160
177-178
182-181
213-181
181-178
178-160
160-157
157-154
154-153
157-158
160-159
178-179
181-180
180-179
179-159
159-158
158-153
153-152
152-142
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 71.837 70.642
0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 70.642 69.348
0.286 0.452 0.059 0.121 1.939 3.067 1.198 2.458 69.348 68.281
0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 68.281 67.175
0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 67.175 66.091
0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 68.281 66.364
0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 69.348 66.766
0.263 0.417 0.052 0.106 2.344 3.713 1.054 2.157 70.642 67.478
0.242 0.383 0.046 0.093 2.840 4.503 0.926 1.891 74.558 70.896
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 67.478 66.757
0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 66.757 66.410
0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 66.364 66.082
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.082 65.880
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 65.880 65.432
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.082 65.716
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.364 65.992
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.757 66.381
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.478 67.100
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 67.100 66.616
0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 66.381 65.986
0.333 0.540 0.075 0.161 1.363 2.206 1.520 3.270 65.986 65.609
0.333 0.626 0.075 0.206 1.363 2.559 1.520 4.183 65.609 65.203
0.408 0.767 0.103 0.293 1.179 2.217 2.084 5.962 65.203 65.000
0.353 0.668 0.082 0.230 1.694 3.205 1.664 4.680 65.000 64.478
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 36
NOMBRE DE LA CALLE TRAMO
215-182
182-177
177-161
161-156
156-157
161-160
177-178
182-181
213-181
181-178
178-160
160-157
157-154
154-153
157-158
160-159
178-179
181-180
180-179
179-159
159-158
158-153
153-152
152-142
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
71.634 70.439 4.232 4.245 189.936 4.481 185.455
70.439 69.145 4.245 4.242 152.567 3.595 148.972
69.145 68.078 4.242 4.250 154.519 3.639 150.880
68.078 66.971 4.250 4.245 153.215 3.607 149.608
66.971 65.888 4.245 4.249 265.564 6.253 259.311
68.078 66.161 4.250 4.263 266.045 6.250 259.795
69.145 66.563 4.242 4.227 264.550 6.247 258.303
70.439 67.275 4.245 4.229 264.595 6.245 258.350
74.355 70.693 0.803 0.811 33.584 4.161 29.423
67.275 66.553 4.229 4.236 152.760 3.609 149.151
66.553 66.207 4.236 4.217 156.759 3.709 153.050
66.161 65.878 4.263 4.259 150.436 3.531 146.906
65.878 65.676 4.259 4.250 161.224 3.790 157.434
65.676 65.229 4.250 4.241 285.180 6.717 278.463
65.878 65.513 4.259 4.366 295.544 6.854 288.690
66.161 65.789 4.263 4.470 304.787 6.980 297.806
66.553 66.178 4.236 4.481 306.944 7.042 299.902
67.275 66.896 4.229 4.253 301.220 7.103 294.117
66.896 66.413 4.253 4.246 154.074 3.626 150.448
66.178 65.783 4.481 4.475 165.830 3.703 162.127
65.783 65.406 4.475 4.473 158.104 3.534 154.570
65.406 65.000 4.473 4.470 170.276 3.808 166.468
65.000 64.796 4.470 4.824 177.172 3.813 173.359
64.796 64.275 4.824 4.826 171.463 3.554 167.909
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 37
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
142-141 49 7368 7418 2416 3.520 4.475 2.237 18.904 69.202 69.211
141-137 48 7849 7897 2573 3.498 4.764 2.382 20.000 69.211 69.220
137-138 80 7897 7977 2599 3.495 4.813 2.406 20.182 69.220 69.564
138-294 84 8374 8458 2755 3.474 5.102 2.551 21.267 69.564 69.644
294-134 50 8458 8507 2771 3.471 5.132 2.566 21.379 69.644 69.467
138-135 50 8374 8424 2744 3.475 5.082 2.541 21.191 69.564 68.641
296-135 49 3332 3381 1102 3.773 2.040 1.500 9.235 69.231 68.641
137-136 50 7897 7947 2589 3.496 4.794 2.397 20.113 69.220 67.781
295-136 49 1577 1626 530 3.800 1.500 1.500 6.840 69.982 67.781
136-135 77 9573 9650 3144 3.425 5.822 2.911 23.928 67.781 68.641
135-134 84 21455 21539 7017 3.106 12.994 6.497 48.425 68.641 69.467
300-134 50 6789 6839 2228 3.549 4.126 2.063 17.570 70.859 69.467
134-133 76 36885 36961 12041 2.874 22.298 11.149 76.904 69.467 70.207
133-132 84 44400 44484 14491 2.793 26.836 13.418 89.954 70.207 73.072
304-132 51 442 492 160 3.800 1.500 1.500 6.840 76.151 73.072
132-111 50 45264 45314 14762 2.785 27.337 13.669 91.368 73.072 70.519
294-110 76 8458 8533 2780 3.470 5.148 2.574 21.438 69.644 69.701
133-110 50 44400 44450 14480 2.794 26.816 13.408 89.896 70.207 69.701
110-111 83 52983 53066 17287 2.716 32.014 16.007 104.344 69.701 70.519
111-112 161 98380 98542 32102 2.448 59.448 29.724 174.663 70.519 73.542
112-114 128 98616 98745 32168 2.448 59.570 29.785 174.960 73.542 72.717
115-114 82 2880 2962 965 3.800 1.787 1.500 8.148 74.883 72.717
114-103 45 131089 131133 42719 2.329 79.110 39.555 221.075 72.717 71.471
105-104 80 0 80 26 3.800 1.500 1.500 6.840 68.942 70.938
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 38
NOMBRE DE LA CALLE TRAMO
142-141
141-137
137-138
138-294
294-134
138-135
296-135
137-136
295-136
136-135
135-134
300-134
134-133
133-132
304-132
132-111
294-110
133-110
110-111
111-112
112-114
115-114
114-103
105-104
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
-0.193 4 11.146 20 8" 0.003 93.775 2.892 0.024 0.202
-0.193 4 11.384 20 8" 0.003 93.775 2.892 0.025 0.213
-4.292 4 11.422 20 8" 0.003 93.775 2.892 0.026 0.215
-0.958 4 11.649 20 8" 0.003 93.775 2.892 0.027 0.227
3.575 4 11.672 20 8" 0.003 93.775 2.892 0.027 0.228
18.608 19 8.686 20 8" 0.003 204.379 6.302 0.012 0.104
12.023 12 6.934 20 8" 0.003 162.424 5.009 0.009 0.057
28.989 29 7.868 20 8" 0.003 252.498 7.786 0.009 0.080
45.004 45 4.836 20 8" 0.003 314.532 9.699 0.005 0.022
-11.146 4 12.175 20 8" 0.003 93.775 2.892 0.031 0.255
-9.880 4 15.860 20 8" 0.003 93.775 2.892 0.069 0.516
27.758 28 7.529 20 8" 0.003 248.106 7.651 0.008 0.071
-9.785 4 18.863 20 8" 0.003 93.775 2.892 0.119 0.820
-34.268 4 20.005 20 8" 0.003 93.775 2.892 0.143 0.959
60.917 61 4.567 20 8" 0.003 366.204 11.292 0.004 0.019
51.255 51 12.485 20 8" 0.003 334.845 10.325 0.041 0.273
-0.742 4 11.684 20 8" 0.003 93.775 2.892 0.027 0.229
10.174 10 16.843 20 8" 0.003 148.272 4.572 0.090 0.606
-9.885 4 21.150 25 10" 0.003 170.026 3.356 0.094 0.614
-18.719 4 25.658 30 12" 0.003 276.481 3.789 0.108 0.632
6.432 6 23.794 25 10" 0.003 208.238 4.110 0.143 0.840
26.448 26 5.723 20 8" 0.003 239.081 7.372 0.006 0.034
27.760 28 19.460 20 8" 0.003 248.106 7.651 0.159 0.891
-25.055 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 39
NOMBRE DE LA CALLE TRAMO
142-141
141-137
137-138
138-294
294-134
138-135
296-135
137-136
295-136
136-135
135-134
300-134
134-133
133-132
304-132
132-111
294-110
133-110
110-111
111-112
112-114
115-114
114-103
105-104
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.418 0.783 0.107 0.305 1.208 2.263 2.165 6.188 64.478 64.282
0.426 0.795 0.110 0.314 1.231 2.299 2.231 6.372 64.282 64.088
0.427 0.797 0.110 0.315 1.234 2.305 2.242 6.402 64.088 63.768
0.434 0.809 0.113 0.324 1.256 2.339 2.305 6.579 63.768 63.434
0.435 0.810 0.114 0.325 1.258 2.343 2.312 6.597 63.434 63.235
0.343 0.646 0.078 0.217 2.162 4.073 1.589 4.419 63.768 62.825
0.313 0.541 0.068 0.162 1.570 2.712 1.381 3.289 64.761 64.172
0.316 0.598 0.069 0.191 2.461 4.657 1.399 3.879 64.088 62.649
0.256 0.406 0.050 0.102 2.486 3.939 1.013 2.072 65.508 63.307
0.452 0.836 0.121 0.344 1.307 2.417 2.456 7.000 62.649 62.340
0.574 1.008 0.178 0.510 1.660 2.915 3.622 10.356 62.340 62.006
0.304 0.578 0.065 0.180 2.323 4.420 1.315 3.661 64.426 63.022
0.673 1.116 0.233 0.689 1.945 3.227 4.731 14.003 62.006 61.703
0.710 1.139 0.256 0.785 2.052 3.293 5.193 15.956 61.555 61.220
0.245 0.388 0.046 0.095 2.764 4.380 0.943 1.927 73.345 70.262
0.491 0.852 0.138 0.357 5.065 8.794 2.801 7.253 61.220 58.680
0.436 0.811 0.114 0.325 1.260 2.344 2.315 6.607 63.434 63.130
0.621 1.048 0.203 0.562 2.839 4.791 4.129 11.418 61.555 61.057
0.628 1.051 0.207 0.566 2.108 3.526 5.265 14.382 61.057 60.726
0.653 1.058 0.221 0.577 2.475 4.008 6.749 17.577 58.680 58.034
0.709 1.120 0.256 0.702 2.916 4.605 6.490 17.828 58.034 57.265
0.279 0.465 0.057 0.126 2.055 3.427 1.152 2.568 70.284 68.154
0.732 1.130 0.270 0.736 5.600 8.647 5.486 14.946 57.265 56.008
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 68.242 67.924
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 40
NOMBRE DE LA CALLE TRAMO
142-141
141-137
137-138
138-294
294-134
138-135
296-135
137-136
295-136
136-135
135-134
300-134
134-133
133-132
304-132
132-111
294-110
133-110
110-111
111-112
112-114
115-114
114-103
105-104
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
64.275 64.079 4.826 5.032 181.628 3.685 177.943
64.079 63.885 5.032 5.235 186.169 3.626 182.542
63.885 63.565 5.235 5.900 334.645 6.011 328.634
63.565 63.230 5.900 6.314 382.672 6.266 376.406
63.230 63.032 6.314 6.335 235.677 3.726 231.951
63.565 62.622 5.900 5.919 219.929 3.722 216.208
64.558 63.969 4.573 4.572 168.235 3.679 164.556
63.885 62.446 5.235 5.236 194.930 3.723 191.206
65.305 63.104 4.577 4.577 167.872 3.667 164.205
62.446 62.137 5.236 6.404 336.692 5.785 330.906
62.137 61.803 6.404 7.564 437.832 6.269 431.563
64.223 62.818 6.536 6.548 246.156 3.763 242.394
61.803 61.500 7.564 8.607 458.652 5.673 452.979
61.351 61.017 8.756 11.955 649.301 6.270 643.031
73.142 70.059 2.909 2.913 110.356 3.791 106.565
61.017 58.477 11.955 11.942 446.340 3.735 442.604
63.230 62.927 6.314 6.674 369.983 5.697 364.285
61.351 60.854 8.756 8.747 326.494 3.731 322.763
60.803 60.472 8.798 9.947 620.641 6.622 614.019
58.375 57.729 12.044 15.713 1904.997 13.726 1891.271
57.780 57.011 15.662 15.607 1603.694 10.258 1593.436
70.080 67.951 4.703 4.666 287.705 6.142 281.563
57.062 55.805 15.556 15.567 523.828 3.366 520.462
68.039 67.720 0.803 3.118 117.139 5.975 111.164
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 41
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
107-106 74 0 74 24 3.800 1.500 1.500 6.840 68.668 71.159
149-148 77 0 77 25 3.800 1.500 1.500 6.840 72.840 71.917
148-147 80 77 157 51 3.800 1.500 1.500 6.840 71.917 68.865
147-146 53 157 210 69 3.800 1.500 1.500 6.840 68.865 69.050
144-145 77 0 77 25 3.800 1.500 1.500 6.840 71.926 71.287
145-146 81 77 158 51 3.800 1.500 1.500 6.840 71.287 69.050
146-108 48 368 416 136 3.800 1.500 1.500 6.840 69.050 69.468
110-109 48 52983 53031 17276 2.716 31.992 15.996 104.287 69.701 69.608
145-109 47 77 124 40 3.800 1.500 1.500 6.840 71.287 69.608
306-109 76 0 76 25 3.800 1.500 1.500 6.840 71.067 69.608
109-108 82 53231 53313 17368 2.714 32.163 16.081 104.752 69.608 69.468
111-108 47 98380 98427 32065 2.449 59.379 29.690 174.496 70.519 69.468
108-106 144 152157 152301 49615 2.268 91.880 45.940 250.025 69.468 71.159
106-104 89 152375 152465 49668 2.267 91.979 45.989 250.246 71.159 70.938
104-103 50 152544 152594 49711 2.267 92.057 46.028 250.420 70.938 71.471
103-292 63 286723 286787 93427 2.170 173.012 86.506 450.523 71.471 69.460
292-291 64 286787 286850 93447 2.170 173.050 86.525 450.623 69.460 68.790
291-290 48 289858 289906 94443 2.170 174.894 87.447 455.424 68.790 69.299
290-289 52 293145 293197 95515 2.170 176.879 88.440 460.593 69.299 69.683
289-285 50 297074 297124 96794 2.170 179.248 89.624 466.763 69.683 70.168
285-282 128 301198 301326 98163 2.170 181.784 90.892 473.365 70.168 71.734
282-283 105 302306 302411 98517 2.170 182.438 91.219 475.069 71.734 70.468
283-284 101 307002 307102 100045 2.170 185.268 92.634 482.438 70.468 70.994
94-284 49 17211 17260 5623 3.197 10.412 5.206 39.951 71.722 70.994
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 42
NOMBRE DE LA CALLE TRAMO
107-106
149-148
148-147
147-146
144-145
145-146
146-108
110-109
145-109
306-109
109-108
111-108
108-106
106-104
104-103
103-292
292-291
291-290
290-289
289-285
285-282
282-283
283-284
94-284
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
-33.558 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
11.988 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
38.050 38 4.991 20 8" 0.003 289.035 8.913 0.005 0.024
-3.489 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
8.357 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052
27.514 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028
-8.738 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
1.938 4 21.146 25 10" 0.003 170.026 3.356 0.094 0.613
35.482 35 5.069 20 8" 0.003 277.391 8.554 0.005 0.025
19.129 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
1.710 4 21.181 25 10" 0.003 170.026 3.356 0.095 0.616
22.296 22 18.631 20 8" 0.003 219.923 6.782 0.135 0.793
-11.706 4 29.352 30 12" 0.003 276.481 3.789 0.166 0.904
2.474 4 29.361 30 12" 0.003 276.481 3.789 0.166 0.905
-10.664 4 29.369 30 12" 0.003 276.481 3.789 0.166 0.906
31.744 32 24.786 25 10" 0.003 480.906 9.491 0.180 0.937
10.542 11 30.283 30 12" 0.003 458.492 6.284 0.189 0.983
-10.548 4 36.753 38 15" 0.003 501.293 4.397 0.174 0.908
-7.413 4 36.909 38 15" 0.003 501.293 4.397 0.176 0.919
-9.616 4 37.094 38 15" 0.003 501.293 4.397 0.179 0.931
-12.216 4 37.290 38 15" 0.003 501.293 4.397 0.181 0.944
12.056 12 30.389 30 12" 0.003 478.879 6.563 0.190 0.992
-5.223 4 37.556 38 15" 0.003 501.293 4.397 0.185 0.962
14.828 15 11.517 20 8" 0.003 181.595 5.600 0.029 0.220
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 43
NOMBRE DE LA CALLE TRAMO
107-106
149-148
148-147
147-146
144-145
145-146
146-108
110-109
145-109
306-109
109-108
111-108
108-106
106-104
104-103
103-292
292-291
291-290
290-289
289-285
285-282
282-283
283-284
94-284
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.968 67.671
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 72.135 71.211
0.263 0.417 0.052 0.106 2.344 3.713 1.054 2.157 71.211 68.163
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 68.163 67.950
0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 71.199 70.587
0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 70.587 68.311
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.950 67.759
0.628 1.051 0.207 0.566 2.108 3.525 5.263 14.377 61.057 60.866
0.266 0.422 0.053 0.108 2.278 3.608 1.074 2.200 70.564 68.908
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 70.357 68.908
0.629 1.052 0.208 0.568 2.111 3.529 5.277 14.417 60.866 60.538
0.698 1.109 0.248 0.673 4.732 7.523 5.043 13.666 58.680 57.643
0.741 1.132 0.276 0.745 2.807 4.291 8.404 22.698 57.643 57.065
0.741 1.132 0.276 0.745 2.807 4.291 8.409 22.715 57.065 56.708
0.741 1.133 0.276 0.746 2.808 4.292 8.413 22.728 56.708 56.508
0.758 1.137 0.287 0.768 7.191 10.788 7.294 19.510 56.008 53.981
0.768 1.140 0.294 0.805 4.826 7.163 8.971 24.522 53.981 53.282
0.751 1.133 0.283 0.748 3.302 4.982 10.770 28.484 53.282 53.089
0.753 1.134 0.284 0.755 3.313 4.988 10.832 28.763 53.089 52.882
0.756 1.136 0.286 0.764 3.325 4.995 10.907 29.104 52.882 52.680
0.759 1.137 0.288 0.774 3.339 5.001 10.985 29.478 52.680 52.167
0.770 1.140 0.296 0.812 5.054 7.482 9.014 24.765 52.167 50.906
0.763 1.139 0.291 0.788 3.357 5.008 11.093 30.013 50.906 50.504
0.441 0.802 0.116 0.319 2.471 4.491 2.364 6.476 69.204 68.467
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 44
NOMBRE DE LA CALLE TRAMO
107-106
149-148
148-147
147-146
144-145
145-146
146-108
110-109
145-109
306-109
109-108
111-108
108-106
106-104
104-103
103-292
292-291
291-290
290-289
289-285
285-282
282-283
283-284
94-284
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
67.765 67.468 0.803 3.591 122.317 5.567 116.750
71.932 71.008 0.808 0.809 46.657 5.771 40.886
71.008 67.960 0.809 0.805 48.546 6.016 42.530
67.960 67.747 0.805 1.203 40.069 3.990 36.079
70.996 70.383 0.831 0.803 46.875 5.738 41.137
70.383 68.108 0.803 0.843 50.162 6.096 44.067
67.747 67.556 1.203 1.812 54.045 3.584 50.460
60.803 60.612 8.798 8.896 337.810 3.818 333.991
70.361 68.705 0.826 0.803 28.899 3.548 25.351
70.154 68.705 0.813 0.803 46.206 5.718 40.489
60.612 60.284 8.896 9.084 589.942 6.562 583.380
58.477 57.440 11.942 11.928 421.963 3.535 418.428
57.338 56.760 12.030 14.299 1616.762 12.281 1604.481
56.760 56.403 14.299 14.435 1090.960 7.593 1083.367
56.403 56.203 14.435 15.168 628.871 4.249 624.622
55.754 53.727 15.617 15.634 791.846 5.068 786.778
53.676 52.977 15.684 15.713 848.403 5.404 842.999
52.901 52.708 15.790 16.492 778.748 4.825 773.923
52.708 52.501 16.492 17.082 868.250 5.172 863.078
52.501 52.299 17.082 17.769 879.012 5.044 873.968
52.299 51.786 17.769 19.848 2412.278 12.825 2399.453
51.862 50.602 19.772 19.766 1765.035 8.928 1756.107
50.525 50.123 19.843 20.771 2043.595 10.064 2033.531
69.001 68.264 2.622 2.630 96.804 3.687 93.117
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 45
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
283-280 51 307002 307052 100028 2.170 185.238 92.619 482.359 70.468 69.458
282-281 59 302306 302366 98502 2.170 182.411 91.205 474.997 71.734 68.707
281-280 103 302366 302468 98535 2.170 182.472 91.236 475.158 68.707 69.458
280-279 101 609520 609621 198596 2.170 367.771 183.886 957.676 69.458 70.171
284-279 55 324362 324418 105686 2.170 195.714 97.857 509.639 70.994 70.171
58-57 89 135 224 73 3.800 1.500 1.500 6.840 78.707 78.993
60-57 51 0 51 17 3.800 1.500 1.500 6.840 79.883 78.993
293-278 99 0 99 32 3.800 1.500 1.500 6.840 68.561 69.428
279-278 50 934039 934089 304298 2.170 563.515 281.758 1467.394 70.171 69.428
278-277 21 934188 934209 304337 2.170 563.588 281.794 1467.583 69.428 69.117
277-275 76 934209 934285 304362 2.170 563.634 281.817 1467.702 69.117 68.760
204-202 152 0 152 50 3.800 1.500 1.500 6.840 79.206 74.509
206-205 177 0 177 58 3.800 1.500 1.500 6.840 80.205 74.971
262-258 27 0 27 9 3.800 1.500 1.500 6.840 76.781 77.192
254-250 50 0 50 16 3.800 1.500 1.500 6.840 84.182 82.730
250-246 50 50 99 32 3.800 1.500 1.500 6.840 82.730 80.228
246-247 83 99 182 59 3.800 1.500 1.500 6.840 80.228 78.646
250-248 83 50 133 43 3.800 1.500 1.500 6.840 82.730 80.952
249-248 50 0 50 16 3.800 1.500 1.500 6.840 80.027 80.952
254-255 83 0 83 27 3.800 1.500 1.500 6.840 84.182 82.883
256-255 31 0 31 10 3.800 1.500 1.500 6.840 82.155 82.883
255-248 48 115 162 53 3.800 1.500 1.500 6.840 82.883 80.952
248-247 50 345 395 129 3.800 1.500 1.500 6.840 80.952 78.646
247-257 42 577 619 202 3.800 1.500 1.500 6.840 78.646 77.867
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 46
NOMBRE DE LA CALLE TRAMO
283-280
282-281
281-280
280-279
284-279
58-57
60-57
293-278
279-278
278-277
277-275
204-202
206-205
262-258
254-250
250-246
246-247
250-248
249-248
254-255
256-255
255-248
248-247
247-257
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
19.987 20 27.771 30 12" 0.003 618.230 8.473 0.150 0.780
51.126 51 23.167 25 10" 0.003 607.114 11.982 0.150 0.782
-7.306 4 37.343 38 15" 0.003 501.293 4.397 0.182 0.948
-7.085 4 48.568 61 24" 0.003 1755.545 6.015 0.105 0.546
14.828 15 29.921 30 12" 0.003 535.403 7.338 0.183 0.952
-3.218 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
17.420 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035
-8.748 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
14.828 15 44.485 46 18" 0.003 1578.547 9.615 0.178 0.930
14.828 15 44.487 46 18" 0.003 1578.547 9.615 0.179 0.930
4.693 5 54.665 61 24" 0.003 1962.758 6.725 0.144 0.748
30.853 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026
29.540 30 5.218 20 8" 0.003 256.814 7.919 0.006 0.027
-15.288 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
29.091 29 5.251 20 8" 0.003 252.498 7.786 0.006 0.027
50.476 50 4.741 20 8" 0.003 331.546 10.224 0.005 0.021
19.120 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
21.389 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032
-18.456 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
15.568 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036
-23.457 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
40.553 41 4.921 20 8" 0.003 300.227 9.258 0.005 0.023
46.376 46 4.816 20 8" 0.003 318.008 9.806 0.005 0.022
18.538 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 47
NOMBRE DE LA CALLE TRAMO
283-280
282-281
281-280
280-279
284-279
58-57
60-57
293-278
279-278
278-277
277-275
204-202
206-205
262-258
254-250
250-246
246-247
250-248
249-248
254-255
256-255
255-248
248-247
247-257
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.719 1.106 0.262 0.664 6.092 9.370 7.973 20.252 50.906 49.895
0.720 1.106 0.262 0.666 8.621 13.257 6.653 16.910 52.167 49.147
0.760 1.138 0.289 0.776 3.342 5.003 11.007 29.582 49.147 48.737
0.648 1.022 0.219 0.527 3.899 6.146 13.324 32.105 48.737 48.334
0.761 1.138 0.290 0.780 5.585 8.351 8.825 23.759 50.504 49.672
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.000 77.645
0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 79.162 78.293
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.861 67.465
0.756 1.136 0.286 0.763 7.269 10.921 13.077 34.873 48.334 47.582
0.756 1.136 0.286 0.763 7.269 10.921 13.078 34.877 47.582 47.268
0.710 1.097 0.256 0.645 4.776 7.376 15.607 39.308 47.268 46.887
0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 78.506 73.787
0.273 0.432 0.055 0.112 2.159 3.418 1.114 2.282 79.505 74.189
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.081 75.974
0.274 0.434 0.055 0.113 2.134 3.378 1.123 2.301 83.478 82.030
0.252 0.400 0.049 0.099 2.579 4.087 0.988 2.020 82.006 79.528
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 79.519 77.946
0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 81.998 80.252
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 79.327 79.126
0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 83.478 82.142
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 81.455 81.330
0.260 0.412 0.051 0.104 2.407 3.813 1.035 2.118 81.330 79.378
0.255 0.405 0.050 0.101 2.505 3.969 1.008 2.061 79.126 76.838
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 76.838 76.040
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 48
NOMBRE DE LA CALLE TRAMO
283-280
282-281
281-280
280-279
284-279
58-57
60-57
293-278
279-278
278-277
277-275
204-202
206-205
262-258
254-250
250-246
246-247
250-248
249-248
254-255
256-255
255-248
248-247
247-257
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
50.602 49.591 19.766 19.767 849.384 4.297 845.087
51.913 48.893 19.721 19.714 933.904 4.736 929.168
48.766 48.356 19.841 21.002 2096.830 10.268 2086.562
48.127 47.724 21.230 22.347 2853.154 13.095 2840.059
50.199 49.367 20.695 20.704 975.675 4.714 970.961
77.797 77.442 0.810 1.451 75.282 6.657 68.625
78.959 78.090 0.825 0.803 31.206 3.834 27.372
67.658 67.262 0.803 2.066 106.555 7.428 99.127
47.877 47.124 22.195 22.203 1280.220 5.767 1274.453
47.124 46.811 22.203 22.207 534.342 2.406 531.936
46.658 46.277 22.359 22.383 2216.197 9.907 2206.291
78.303 73.584 0.803 0.826 92.994 11.418 81.576
79.302 73.986 0.803 0.885 112.152 13.289 98.863
75.878 75.770 0.803 1.322 21.415 2.016 19.399
83.275 81.827 0.808 0.803 30.160 3.744 26.415
81.803 79.325 0.827 0.803 30.292 3.717 26.575
79.315 77.743 0.813 0.803 50.174 6.209 43.966
81.794 80.049 0.835 0.803 51.074 6.233 44.840
79.123 78.923 0.803 1.929 51.394 3.762 47.633
83.275 81.939 0.808 0.844 51.689 6.259 45.430
81.251 81.127 0.803 1.656 28.633 2.329 26.304
81.127 79.175 1.656 1.677 59.503 3.571 55.932
78.923 76.635 1.929 1.911 71.622 3.730 67.892
76.635 75.837 1.911 1.930 60.512 3.151 57.361
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 49
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
257-258 55 619 675 220 3.800 1.500 1.500 6.840 77.867 77.192
258-207 77 702 778 254 3.800 1.500 1.500 6.840 77.192 74.149
207-205 83 778 862 281 3.800 1.500 1.500 6.840 74.149 74.971
205-202 39 1039 1078 351 3.800 1.500 1.500 6.840 74.971 74.509
202-200 43 1230 1273 415 3.800 1.500 1.500 6.840 74.509 73.891
201-200 114 0 114 37 3.800 1.500 1.500 6.840 77.702 73.891
200-197 38 1386 1425 464 3.800 1.500 1.500 6.840 73.891 73.333
199-197 66 0 66 21 3.800 1.500 1.500 6.840 75.864 73.333
197-195 38 1490 1528 498 3.800 1.500 1.500 6.840 73.333 73.122
196-195 42 0 42 14 3.800 1.500 1.500 6.840 74.899 73.122
195-194 56 1570 1626 530 3.800 1.500 1.500 6.840 73.122 72.008
194-192 76 1626 1702 555 3.800 1.500 1.500 6.840 72.008 71.060
193-192 62 0 62 20 3.800 1.500 1.500 6.840 73.296 71.060
192-188 47 1764 1812 590 3.800 1.500 1.500 6.840 71.060 70.251
194-221 48 1626 1674 545 3.800 1.500 1.500 6.840 72.008 71.122
222-221 3 0 3 1 3.800 1.500 1.500 6.840 71.122 71.122
200-220 108 1386 1495 487 3.800 1.500 1.500 6.840 73.891 71.307
205-219 112 1039 1151 375 3.800 1.500 1.500 6.840 74.971 72.042
207-218 115 778 893 291 3.800 1.500 1.500 6.840 74.149 73.914
207-208 41 778 820 267 3.800 1.500 1.500 6.840 74.149 73.438
258-259 41 702 743 242 3.800 1.500 1.500 6.840 77.192 75.829
247-259 55 577 632 206 3.800 1.500 1.500 6.840 78.646 75.829
259-208 89 1374 1464 477 3.800 1.500 1.500 6.840 75.829 73.438
208-217 107 2283 2390 779 3.800 1.500 1.500 6.840 73.438 74.861
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 50
NOMBRE DE LA CALLE TRAMO
257-258
258-207
207-205
205-202
202-200
201-200
200-197
199-197
197-195
196-195
195-194
194-192
193-192
192-188
194-221
222-221
200-220
205-219
207-218
207-208
258-259
247-259
259-208
208-217
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
12.191 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
39.574 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023
-9.871 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
11.887 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
14.465 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039
33.541 34 5.096 20 8" 0.003 273.400 8.431 0.005 0.025
14.594 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038
38.473 38 4.991 20 8" 0.003 289.035 8.913 0.005 0.024
5.601 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060
42.281 42 4.899 20 8" 0.003 303.867 9.370 0.005 0.023
19.847 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033
12.430 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
35.975 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024
17.070 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035
18.468 18 5.742 20 8" 0.003 198.927 6.134 0.008 0.034
0.000 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
23.853 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030
26.161 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029
2.058 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
17.256 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035
33.256 33 5.125 20 8" 0.003 269.349 8.306 0.006 0.025
51.653 52 4.706 20 8" 0.003 338.112 10.426 0.004 0.020
26.829 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028
-13.343 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 51
NOMBRE DE LA CALLE TRAMO
257-258
258-207
207-205
205-202
202-200
201-200
200-197
199-197
197-195
196-195
195-194
194-192
193-192
192-188
194-221
222-221
200-220
205-219
207-218
207-208
258-259
247-259
259-208
208-217
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 76.040 75.376
0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 75.376 72.300
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.300 71.967
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 71.967 71.501
0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 71.501 70.903
0.268 0.424 0.053 0.109 2.255 3.571 1.081 2.215 77.002 73.139
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 70.903 70.329
0.263 0.417 0.052 0.106 2.344 3.713 1.054 2.157 75.132 72.633
0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 70.329 70.104
0.259 0.410 0.051 0.104 2.427 3.845 1.029 2.106 74.188 72.422
0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 70.104 68.980
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 68.980 68.066
0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 72.596 70.359
0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 68.066 67.260
0.295 0.466 0.062 0.127 1.808 2.859 1.256 2.579 68.980 68.117
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 70.422 70.411
0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 70.903 68.303
0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 71.967 69.056
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.300 71.842
0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 72.300 71.599
0.269 0.426 0.054 0.110 2.232 3.534 1.089 2.231 75.376 74.023
0.251 0.397 0.048 0.099 2.614 4.143 0.979 2.002 76.838 74.003
0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 74.003 71.596
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 71.596 71.169
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 52
NOMBRE DE LA CALLE TRAMO
257-258
258-207
207-205
205-202
202-200
201-200
200-197
199-197
197-195
196-195
195-194
194-192
193-192
192-188
194-221
222-221
200-220
205-219
207-218
207-208
258-259
247-259
259-208
208-217
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
75.837 75.172 1.930 1.920 79.918 4.152 75.767
75.172 72.097 1.920 1.952 111.643 5.767 105.877
72.097 71.764 1.952 3.107 157.887 6.242 151.645
71.764 71.298 3.107 3.111 90.528 2.912 87.616
71.298 70.700 3.111 3.091 99.327 3.203 96.124
76.799 72.936 0.803 0.855 70.657 8.520 62.137
70.700 70.126 3.091 3.107 88.984 2.871 86.113
74.929 72.430 0.834 0.803 40.395 4.934 35.462
70.126 69.900 3.107 3.122 87.759 2.818 84.941
73.984 72.219 0.815 0.803 25.507 3.152 22.354
69.900 68.777 3.122 3.130 131.675 4.212 127.463
68.777 67.863 3.130 3.098 177.995 5.716 172.279
72.392 70.156 0.803 0.805 37.465 4.660 32.805
67.863 67.057 3.098 3.094 110.058 3.555 106.503
68.777 67.914 3.130 3.108 112.174 3.596 108.578
70.219 70.208 0.803 0.814 1.697 0.210 1.487
70.700 68.100 3.091 3.107 251.817 8.125 243.692
71.764 68.853 3.107 3.089 260.136 8.398 251.739
72.097 71.639 1.952 2.175 177.221 8.588 168.633
72.097 71.396 1.952 1.942 60.222 3.093 57.129
75.172 73.820 1.920 1.909 58.836 3.073 55.763
76.635 73.800 1.911 1.930 78.527 4.090 74.438
73.800 71.393 1.930 1.945 129.528 6.686 122.842
71.393 70.966 1.945 3.795 229.661 8.002 221.659
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 53
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
215-217 39 153 192 63 3.800 1.500 1.500 6.840 75.966 74.861
217-218 40 2582 2622 854 3.800 1.582 1.500 7.213 74.861 73.914
218-219 83 3515 3598 1172 3.754 2.171 1.500 9.779 73.914 72.042
219-220 83 4749 4832 1574 3.664 2.915 1.500 12.819 72.042 71.307
220-221 75 6327 6401 2085 3.572 3.862 1.931 16.551 71.307 71.122
221-188 76 8078 8155 2657 3.487 4.919 2.460 20.583 71.122 70.251
188-187 62 9966 10029 3267 3.411 6.050 3.025 24.761 70.251 69.192
220-185 65 6327 6392 2082 3.572 3.856 1.928 16.529 71.307 70.551
219-184 64 4749 4812 1568 3.666 2.903 1.500 12.771 72.042 71.283
218-183 62 3515 3577 1165 3.756 2.158 1.500 9.727 73.914 73.435
182-183 79 213 292 95 3.800 1.500 1.500 6.840 74.785 73.435
183-184 83 3868 3951 1287 3.727 2.384 1.500 10.660 73.435 71.283
184-185 82 8764 8846 2882 3.457 5.336 2.668 22.138 71.283 70.551
185-174 48 15237 15285 4979 3.247 9.221 4.611 35.926 70.551 70.072
184-175 48 8764 8812 2871 3.459 5.316 2.658 22.063 71.283 70.664
177-176 78 261 339 110 3.800 1.500 1.500 6.840 73.487 72.482
183-176 48 3868 3916 1276 3.729 2.363 1.500 10.573 73.435 72.482
176-175 82 4255 4338 1413 3.698 2.617 1.500 11.613 72.482 70.664
175-174 81 13149 13230 4310 3.304 7.981 3.991 31.646 70.664 70.072
175-163 48 13149 13197 4299 3.305 7.961 3.981 31.576 70.664 70.054
161-162 78 309 387 126 3.800 1.500 1.500 6.840 72.428 71.725
176-162 48 4255 4303 1402 3.701 2.596 1.500 11.529 72.482 71.725
162-163 82 4691 4773 1555 3.668 2.879 1.500 12.674 71.725 70.054
163-164 78 17969 18048 5879 3.179 10.888 5.444 41.536 70.054 69.502
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 54
NOMBRE DE LA CALLE TRAMO
215-217
217-218
218-219
219-220
220-221
221-188
188-187
220-185
219-184
218-183
182-183
183-184
184-185
185-174
184-175
177-176
183-176
176-175
175-174
175-163
161-162
176-162
162-163
163-164
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
28.278 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028
23.765 24 5.550 20 8" 0.003 229.702 7.083 0.007 0.031
22.573 23 6.271 20 8" 0.003 224.865 6.934 0.007 0.043
8.797 9 8.276 20 8" 0.003 140.663 4.338 0.011 0.091
2.484 4 10.604 20 8" 0.003 93.775 2.892 0.021 0.177
11.402 11 9.519 20 8" 0.003 155.509 4.795 0.016 0.132
17.051 17 9.402 20 8" 0.003 193.323 5.961 0.016 0.128
11.636 12 8.625 20 8" 0.003 162.424 5.009 0.012 0.102
11.918 12 7.830 20 8" 0.003 162.424 5.009 0.009 0.079
7.733 8 7.628 20 8" 0.003 132.618 4.089 0.011 0.073
17.189 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035
26.015 26 6.330 20 8" 0.003 239.081 7.372 0.006 0.045
8.940 9 10.157 20 8" 0.003 140.663 4.338 0.019 0.157
10.050 10 11.941 20 8" 0.003 148.272 4.572 0.031 0.242
12.907 13 9.469 20 8" 0.003 169.056 5.213 0.016 0.131
12.856 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040
19.969 20 6.628 20 8" 0.003 209.688 6.466 0.007 0.050
22.114 22 6.744 20 8" 0.003 219.923 6.782 0.007 0.053
7.313 7 12.174 20 8" 0.003 124.053 3.825 0.032 0.255
12.775 13 10.831 20 8" 0.003 169.056 5.213 0.024 0.187
9.031 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049
15.741 16 7.140 20 8" 0.003 187.551 5.783 0.008 0.061
20.446 20 7.095 20 8" 0.003 209.688 6.466 0.007 0.060
7.046 7 13.481 20 8" 0.003 124.053 3.825 0.044 0.335
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 55
NOMBRE DE LA CALLE TRAMO
215-217
217-218
218-219
219-220
220-221
221-188
188-187
220-185
219-184
218-183
182-183
183-184
184-185
185-174
184-175
177-176
183-176
176-175
175-174
175-163
161-162
176-162
162-163
163-164
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 71.837 70.743
0.282 0.454 0.058 0.122 1.998 3.212 1.173 2.469 70.743 69.786
0.284 0.500 0.058 0.142 1.969 3.467 1.185 2.888 69.786 67.879
0.327 0.622 0.073 0.204 1.420 2.699 1.478 4.145 67.879 67.128
0.399 0.754 0.099 0.284 1.155 2.179 2.019 5.779 67.128 66.829
0.369 0.694 0.088 0.246 1.769 3.327 1.781 4.993 66.829 65.989
0.368 0.687 0.087 0.242 2.192 4.097 1.772 4.911 65.989 64.933
0.338 0.643 0.077 0.215 1.694 3.219 1.555 4.378 67.128 66.348
0.313 0.596 0.068 0.190 1.570 2.984 1.381 3.854 67.879 67.115
0.333 0.584 0.075 0.183 1.363 2.387 1.520 3.724 69.786 69.291
0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 70.642 69.308
0.279 0.504 0.057 0.144 2.055 3.713 1.152 2.923 69.291 67.141
0.390 0.729 0.096 0.268 1.690 3.163 1.941 5.450 67.115 66.378
0.452 0.824 0.121 0.335 2.068 3.768 2.458 6.811 66.348 65.871
0.368 0.691 0.087 0.244 1.920 3.602 1.776 4.958 67.115 66.491
0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 69.348 68.332
0.290 0.522 0.060 0.153 1.875 3.378 1.225 3.103 69.291 68.337
0.286 0.530 0.059 0.156 1.939 3.592 1.198 3.173 68.332 66.523
0.457 0.836 0.123 0.344 1.748 3.198 2.498 6.999 66.491 65.925
0.416 0.766 0.106 0.293 2.168 3.992 2.152 5.949 66.491 65.871
0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 68.281 67.580
0.300 0.554 0.064 0.168 1.735 3.205 1.291 3.416 68.332 67.562
0.290 0.551 0.060 0.167 1.875 3.565 1.225 3.388 67.562 65.928
0.501 0.901 0.143 0.399 1.918 3.445 2.901 8.099 65.871 65.323
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 56
NOMBRE DE LA CALLE TRAMO
215-217
217-218
218-219
219-220
220-221
221-188
188-187
220-185
219-184
218-183
182-183
183-184
184-185
185-174
184-175
177-176
183-176
176-175
175-174
175-163
161-162
176-162
162-163
163-164
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
71.634 70.540 4.232 4.221 123.876 2.931 120.945
70.540 69.583 4.221 4.231 126.370 2.990 123.380
69.583 67.676 4.231 4.266 264.229 6.220 258.010
67.676 66.925 4.266 4.283 267.532 6.259 261.273
66.925 66.626 4.283 4.396 242.718 5.593 237.125
66.626 65.786 4.396 4.365 250.925 5.728 245.196
65.786 64.730 4.365 4.362 203.279 4.658 198.621
66.925 66.145 4.283 4.307 209.366 4.875 204.491
67.676 66.912 4.266 4.271 203.687 4.772 198.915
69.583 69.088 4.231 4.247 196.798 4.643 192.156
70.439 69.104 4.245 4.231 249.571 5.889 243.682
69.088 66.937 4.247 4.246 263.409 6.203 257.206
66.912 66.175 4.271 4.276 262.527 6.143 256.384
66.145 65.668 4.307 4.304 154.031 3.578 150.453
66.912 66.288 4.271 4.276 153.816 3.599 150.216
69.145 68.128 4.242 4.254 249.170 5.865 243.304
69.088 68.133 4.247 4.249 152.009 3.578 148.431
68.128 66.319 4.254 4.244 262.024 6.167 255.858
66.288 65.721 4.276 4.250 258.904 6.073 252.830
66.288 65.668 4.276 4.286 153.187 3.578 149.608
68.078 67.377 4.250 4.248 248.228 5.842 242.386
68.128 67.358 4.254 4.266 153.747 3.609 150.138
67.358 65.725 4.266 4.230 260.279 6.127 254.152
65.668 65.119 4.286 4.283 251.831 5.878 245.953
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 57
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
163-168 48 17969 18017 5869 3.180 10.869 5.435 41.475 70.054 67.840
147-168 97 157 254 83 3.800 1.500 1.500 6.840 68.865 67.840
170-169 35 0 35 11 3.800 1.500 1.500 6.840 70.955 70.294
162-169 49 4691 4740 1544 3.670 2.859 1.500 12.594 71.725 70.294
156-169 78 455 532 173 3.800 1.500 1.500 6.840 71.316 70.294
169-168 81 5307 5388 1755 3.629 3.251 1.625 14.157 70.294 67.840
168-167 80 23660 23740 7734 3.065 14.322 7.161 52.669 67.840 69.159
167-164 47 23740 23787 7749 3.064 14.350 7.175 52.759 69.159 69.502
164-174 47 41835 41882 13644 2.820 25.267 12.633 85.492 69.502 70.072
174-173 75 70397 70472 22958 2.592 42.514 21.257 132.260 70.072 69.409
167-166 79 23740 23820 7760 3.063 14.370 7.185 52.821 69.159 68.505
166-165 46 23820 23866 7775 3.062 14.398 7.199 52.909 68.505 68.818
164-165 77 41835 41912 13654 2.819 25.284 12.642 85.543 69.502 68.818
165-173 48 65778 65825 21444 2.622 39.711 19.856 124.952 68.818 69.409
173-186 51 136297 136349 44418 2.313 82.256 41.128 228.285 69.409 69.915
221-186 63 8078 8141 2652 3.487 4.911 2.456 20.553 71.122 69.915
185-186 75 15237 15312 4988 3.246 9.237 4.619 35.981 70.551 69.915
186-187 80 159802 159882 52085 2.248 96.453 48.227 260.205 69.915 69.192
187-270 76 169911 169987 55377 2.224 102.549 51.275 273.636 69.192 68.528
270-271 47 169987 170034 55392 2.224 102.578 51.289 273.698 68.528 68.731
271-272 35 170034 170069 55403 2.223 102.599 51.299 273.744 68.731 68.710
272-273 10 170069 170079 55407 2.223 102.605 51.302 273.757 68.710 68.702
273-274 207 170079 170286 55474 2.223 102.730 51.365 274.031 68.702 68.505
274-275 76 170286 170362 55499 2.223 102.776 51.388 274.131 68.505 68.760
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 58
NOMBRE DE LA CALLE TRAMO
163-168
147-168
170-169
162-169
156-169
169-168
168-167
167-164
164-174
174-173
167-166
166-165
164-165
165-173
173-186
221-186
185-186
186-187
187-270
270-271
271-272
272-273
273-274
274-275
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
46.265 46 9.466 20 8" 0.003 318.008 9.806 0.017 0.130
10.565 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
18.888 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
29.172 29 6.602 20 8" 0.003 252.498 7.786 0.006 0.050
13.182 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040
30.185 30 6.854 20 8" 0.003 256.814 7.919 0.006 0.055
-16.397 4 16.367 20 8" 0.003 93.775 2.892 0.076 0.562
-7.328 4 16.378 20 8" 0.003 93.775 2.892 0.077 0.563
-12.043 4 19.627 20 8" 0.003 93.775 2.892 0.135 0.912
8.870 9 19.856 20 8" 0.003 140.663 4.338 0.151 0.940
8.225 8 14.388 20 8" 0.003 132.618 4.089 0.054 0.398
-6.796 4 16.395 20 8" 0.003 93.775 2.892 0.077 0.564
8.900 9 16.863 20 8" 0.003 140.663 4.338 0.090 0.608
-12.352 4 22.629 25 10" 0.003 170.026 3.356 0.117 0.735
-9.860 4 28.367 30 12" 0.003 276.481 3.789 0.149 0.826
19.218 19 8.587 20 8" 0.003 204.379 6.302 0.012 0.101
8.505 9 12.187 20 8" 0.003 140.663 4.338 0.033 0.256
9.016 9 25.592 30 12" 0.003 414.721 5.684 0.116 0.627
8.752 9 26.079 30 12" 0.003 414.721 5.684 0.124 0.660
-4.323 4 30.365 30 12" 0.003 276.481 3.789 0.186 0.990
0.584 4 30.367 30 12" 0.003 276.481 3.789 0.186 0.990
0.860 4 30.367 30 12" 0.003 276.481 3.789 0.186 0.990
0.950 4 30.378 30 12" 0.003 276.481 3.789 0.186 0.991
-3.350 4 30.383 30 12" 0.003 276.481 3.789 0.186 0.992
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 59
NOMBRE DE LA CALLE TRAMO
163-168
147-168
170-169
162-169
156-169
169-168
168-167
167-164
164-174
174-173
167-166
166-165
164-165
165-173
173-186
221-186
185-186
186-187
187-270
270-271
271-272
272-273
273-274
274-275
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.378 0.691 0.091 0.244 3.703 6.774 1.848 4.956 65.871 63.670
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 68.163 67.096
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 70.255 69.590
0.274 0.521 0.055 0.152 2.134 4.055 1.123 3.086 67.562 66.139
0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 67.175 66.166
0.279 0.536 0.057 0.159 2.213 4.248 1.156 3.240 66.139 63.701
0.591 1.029 0.187 0.536 1.708 2.975 3.799 10.892 63.670 63.348
0.591 1.029 0.187 0.537 1.709 2.977 3.803 10.904 63.348 63.161
0.697 1.133 0.248 0.750 2.016 3.278 5.038 15.237 63.161 62.972
0.721 1.137 0.263 0.771 3.126 4.932 5.339 15.660 62.972 62.299
0.534 0.943 0.158 0.439 2.183 3.857 3.213 8.916 63.348 62.712
0.592 1.030 0.187 0.538 1.711 2.979 3.809 10.922 62.712 62.528
0.620 1.049 0.203 0.563 2.688 4.548 4.116 11.440 63.161 62.469
0.669 1.093 0.231 0.637 2.245 3.668 5.861 16.183 62.469 62.277
0.718 1.117 0.261 0.693 2.719 4.233 7.944 21.112 62.277 62.072
0.339 0.640 0.077 0.214 2.139 4.037 1.564 4.352 66.829 65.636
0.460 0.837 0.124 0.345 1.994 3.629 2.523 7.009 66.348 65.675
0.668 1.056 0.230 0.574 3.798 6.003 7.018 17.501 62.072 61.350
0.680 1.068 0.237 0.593 3.866 6.071 7.237 18.074 61.350 60.667
0.764 1.140 0.292 0.811 2.896 4.320 8.892 24.708 60.667 60.479
0.764 1.140 0.292 0.811 2.896 4.320 8.893 24.713 60.479 60.338
0.764 1.140 0.292 0.811 2.896 4.320 8.893 24.714 60.338 60.299
0.765 1.140 0.292 0.812 2.897 4.320 8.899 24.740 60.299 59.470
0.765 1.140 0.292 0.812 2.898 4.320 8.901 24.750 59.470 59.166
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 60
NOMBRE DE LA CALLE TRAMO
163-168
147-168
170-169
162-169
156-169
169-168
168-167
167-164
164-174
174-173
167-166
166-165
164-165
165-173
173-186
221-186
185-186
186-187
187-270
270-271
271-272
272-273
273-274
274-275
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
65.668 63.467 4.286 4.274 153.616 3.589 150.027
67.960 66.893 0.805 0.847 60.075 7.273 52.802
70.052 69.387 0.803 0.807 21.140 2.626 18.514
67.358 65.936 4.266 4.258 156.765 3.678 153.087
66.971 65.963 4.245 4.231 246.546 5.818 240.728
65.936 63.498 4.258 4.243 259.116 6.096 253.019
63.467 63.145 4.274 5.914 307.212 6.031 301.181
63.145 62.958 5.914 6.445 217.092 3.513 213.579
62.958 62.768 6.445 7.203 242.023 3.547 238.477
62.768 62.096 7.203 7.213 404.112 5.606 398.506
63.145 62.509 5.914 5.896 352.076 5.962 346.113
62.509 62.325 5.896 6.393 212.041 3.451 208.590
62.958 62.265 6.445 6.452 371.936 5.768 366.168
62.215 62.023 6.503 7.285 263.814 3.827 259.987
61.973 61.767 7.336 8.048 335.881 4.367 331.515
66.626 65.433 4.396 4.382 206.758 4.711 202.047
66.145 65.472 4.307 4.344 242.558 5.608 236.950
61.767 61.045 8.048 8.047 548.411 6.815 541.597
61.045 60.362 8.047 8.066 520.007 6.455 513.552
60.362 60.174 8.066 8.457 329.908 3.993 325.914
60.174 60.033 8.457 8.577 255.503 3.000 252.503
60.033 59.994 8.577 8.608 70.623 0.822 69.801
59.994 59.165 8.608 9.240 1572.365 17.620 1554.745
59.165 58.861 9.240 9.799 615.585 6.467 609.119
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 61
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
280-288 67 609520 609587 198585 2.170 367.751 183.875 957.623 69.458 68.505
285-286 38 301198 301236 98134 2.170 181.729 90.865 473.223 70.168 68.554
286-287 134 301236 301370 98177 2.170 181.810 90.905 473.433 68.554 68.505
287-288 114 301370 301484 98214 2.170 181.879 90.939 473.612 68.505 68.505
288-275 70 911071 911141 296823 2.170 549.672 274.836 1431.345 68.505 68.760
49-48 90 239 329 107 3.800 1.500 1.500 6.840 78.339 77.893
54-55 89 188 277 90 3.800 1.500 1.500 6.840 78.522 78.364
66-65 105 613 718 234 3.800 1.500 1.500 6.840 81.253 77.014
65-56 83 718 801 261 3.800 1.500 1.500 6.840 77.014 78.448
57-56 45 275 320 104 3.800 1.500 1.500 6.840 78.993 78.448
56-55 8 1121 1129 368 3.800 1.500 1.500 6.840 78.448 78.364
55-48 44 1406 1450 472 3.800 1.500 1.500 6.840 78.364 77.893
65-47 51 718 769 250 3.800 1.500 1.500 6.840 77.014 77.248
46-47 101 2610 2711 883 3.800 1.636 1.500 7.458 79.854 77.248
47-48 85 3480 3565 1161 3.757 2.151 1.500 9.696 77.248 77.893
80-81 90 292 382 124 3.800 1.500 1.500 6.840 77.605 76.788
48-81 59 5344 5403 1760 3.628 3.260 1.630 14.192 77.893 76.788
83-82 90 343 434 141 3.800 1.500 1.500 6.840 76.827 75.791
89-82 52 0 52 17 3.800 1.500 1.500 6.840 79.090 75.791
81-82 53 5785 5838 1902 3.603 3.522 1.761 15.225 76.788 75.791
192-190 85 1764 1849 602 3.800 1.500 1.500 6.840 71.060 70.802
191-190 73 0 73 24 3.800 1.500 1.500 6.840 70.234 70.802
190-189 47 1923 1970 642 3.800 1.500 1.500 6.840 70.802 69.319
188-189 82 9966 10048 3273 3.410 6.062 3.031 24.805 70.251 69.319
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 62
NOMBRE DE LA CALLE TRAMO
280-288
285-286
286-287
287-288
288-275
49-48
54-55
66-65
65-56
57-56
56-55
55-48
65-47
46-47
47-48
80-81
48-81
83-82
89-82
81-82
192-190
191-190
190-189
188-189
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
14.215 14 38.400 46 18" 0.003 1525.021 9.289 0.121 0.628
42.514 43 23.886 25 10" 0.003 557.467 11.002 0.163 0.849
0.364 4 37.292 38 15" 0.003 501.293 4.397 0.181 0.944
0.000 4 37.297 38 15" 0.003 501.293 4.397 0.181 0.945
-3.642 4 56.467 61 24" 0.003 1755.545 6.015 0.157 0.815
4.955 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065
1.766 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
40.282 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023
-17.279 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
12.165 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
10.788 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
10.788 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
-4.623 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
25.721 26 5.536 20 8" 0.003 239.081 7.372 0.006 0.031
-7.621 4 8.677 20 8" 0.003 93.775 2.892 0.016 0.103
9.081 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049
18.628 19 7.474 20 8" 0.003 204.379 6.302 0.008 0.069
11.453 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044
63.341 63 4.540 20 8" 0.003 372.159 11.476 0.004 0.018
18.902 19 7.673 20 8" 0.003 204.379 6.302 0.009 0.074
3.044 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
-7.733 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
31.643 32 5.155 20 8" 0.003 265.237 8.179 0.006 0.026
11.377 11 10.209 20 8" 0.003 155.509 4.795 0.019 0.160
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 63
NOMBRE DE LA CALLE TRAMO
280-288
285-286
286-287
287-288
288-275
49-48
54-55
66-65
65-56
57-56
56-55
55-48
65-47
46-47
47-48
80-81
48-81
83-82
89-82
81-82
192-190
191-190
190-189
188-189
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.675 1.056 0.234 0.574 6.273 9.812 10.720 26.265 48.737 47.798
0.737 1.122 0.273 0.707 8.104 12.347 6.935 17.970 52.680 51.048
0.759 1.137 0.288 0.774 3.339 5.001 10.986 29.482 51.048 50.512
0.759 1.137 0.288 0.774 3.339 5.001 10.988 29.492 50.512 50.056
0.728 1.115 0.267 0.686 4.380 6.705 16.306 41.827 47.798 47.519
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 77.566 77.116
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.773 77.416
0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 80.431 76.222
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.222 75.889
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 77.645 77.107
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.889 75.804
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.804 75.324
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.222 76.019
0.279 0.453 0.057 0.121 2.055 3.337 1.152 2.462 75.231 72.597
0.370 0.646 0.088 0.217 1.070 1.867 1.790 4.413 72.597 72.258
0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 76.835 76.024
0.300 0.574 0.063 0.178 1.889 3.620 1.289 3.626 72.258 71.131
0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 76.061 75.066
0.244 0.386 0.046 0.094 2.795 4.430 0.936 1.912 78.372 75.091
0.307 0.586 0.066 0.185 1.934 3.696 1.337 3.753 71.131 70.128
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 68.066 67.726
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 69.534 69.240
0.270 0.427 0.054 0.111 2.208 3.496 1.097 2.247 67.726 66.226
0.393 0.732 0.097 0.270 1.884 3.510 1.967 5.487 65.989 65.088
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 64
NOMBRE DE LA CALLE TRAMO
280-288
285-286
286-287
287-288
288-275
49-48
54-55
66-65
65-56
57-56
56-55
55-48
65-47
46-47
47-48
80-81
48-81
83-82
89-82
81-82
192-190
191-190
190-189
188-189
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
48.280 47.341 21.078 21.064 1623.939 7.707 1616.232
52.426 50.794 17.642 17.660 536.051 3.037 533.014
50.667 50.131 17.787 18.274 2413.240 13.384 2399.856
50.131 49.675 18.274 18.730 2108.581 11.397 2097.184
47.189 46.909 21.216 21.751 1954.376 9.097 1945.279
77.363 76.913 0.876 0.880 59.216 6.746 52.470
77.569 77.213 0.852 1.052 63.681 6.689 56.992
80.228 76.018 0.925 0.895 71.835 7.894 63.941
76.018 75.686 0.895 2.662 110.721 6.226 104.495
77.442 76.904 1.451 1.444 48.633 3.360 45.273
75.686 75.601 2.662 2.663 15.472 0.581 14.891
75.601 75.121 2.663 2.672 87.386 3.275 84.110
76.018 75.816 0.895 1.332 42.326 3.801 38.526
75.028 72.394 4.726 4.754 360.247 7.600 352.647
72.394 72.055 4.754 5.738 333.183 6.351 326.832
76.632 75.821 0.874 0.867 58.766 6.752 52.013
72.055 70.928 5.738 5.760 255.840 4.450 251.391
75.858 74.863 0.868 0.827 57.524 6.784 50.740
78.169 74.887 0.821 0.803 31.727 3.907 27.820
70.928 69.925 5.760 5.766 228.053 3.957 224.096
67.863 67.523 3.098 3.179 200.122 6.377 193.746
69.330 69.037 0.803 1.665 67.990 5.509 62.480
67.523 66.023 3.179 3.196 112.029 3.515 108.514
65.786 64.884 4.365 4.334 267.416 6.148 261.268
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 65
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
187-172 52 169911 169962 55369 2.224 102.535 51.267 273.603 69.192 69.005
173-172 81 136297 136378 44428 2.313 82.274 41.137 228.326 69.409 69.005
172-171 47 306341 306388 99812 2.170 184.837 92.419 481.316 69.005 68.505
165-171 81 65778 65858 21455 2.622 39.731 19.865 125.003 68.818 68.505
208-209 23 2283 2306 751 3.800 1.500 1.500 6.840 73.438 73.066
209-210 31 2306 2337 761 3.800 1.500 1.500 6.840 73.066 72.044
210-211 44 2337 2381 776 3.800 1.500 1.500 6.840 72.044 71.201
214-211 65 43 108 35 3.800 1.500 1.500 6.840 75.660 71.201
259-260 116 1374 1490 485 3.800 1.500 1.500 6.840 75.829 76.207
246-245 31 99 131 43 3.800 1.500 1.500 6.840 80.228 78.838
245-260 52 131 183 60 3.800 1.500 1.500 6.840 78.838 76.207
260-261 63 1673 1737 566 3.800 1.500 1.500 6.840 76.207 74.432
250-251 92 50 142 46 3.800 1.500 1.500 6.840 82.730 78.246
254-252 92 0 92 30 3.800 1.500 1.500 6.840 84.182 81.623
253-252 20 0 20 7 3.800 1.500 1.500 6.840 83.122 81.623
252-251 52 112 164 54 3.800 1.500 1.500 6.840 81.623 78.246
251-244 49 306 355 116 3.800 1.500 1.500 6.840 78.246 75.935
245-244 60 131 191 62 3.800 1.500 1.500 6.840 78.838 75.935
244-243 24 546 571 186 3.800 1.500 1.500 6.840 75.935 76.886
240-241 120 0 120 39 3.800 1.500 1.500 6.840 82.857 77.702
241-243 18 120 138 45 3.800 1.500 1.500 6.840 77.702 76.886
243-261 68 709 777 253 3.800 1.500 1.500 6.840 76.886 74.432
261-228 63 2514 2577 839 3.800 1.555 1.500 7.089 74.432 73.522
240-239 50 0 50 16 3.800 1.500 1.500 6.840 82.857 84.513
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 66
NOMBRE DE LA CALLE TRAMO
187-172
173-172
172-171
165-171
208-209
209-210
210-211
214-211
259-260
246-245
245-260
260-261
250-251
254-252
253-252
252-251
251-244
245-244
244-243
240-241
241-243
243-261
261-228
240-239
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
3.629 4 30.361 30 12" 0.003 276.481 3.789 0.185 0.990
4.982 5 27.207 30 12" 0.003 309.115 4.236 0.133 0.739
10.592 11 31.040 38 15" 0.003 831.301 7.292 0.111 0.579
3.884 4 22.633 25 10" 0.003 170.026 3.356 0.117 0.735
16.006 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036
32.971 33 5.125 20 8" 0.003 269.349 8.306 0.006 0.025
19.296 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033
68.120 68 4.475 20 8" 0.003 386.646 11.923 0.004 0.018
-3.256 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
44.243 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022
50.343 50 4.741 20 8" 0.003 331.546 10.224 0.005 0.021
27.957 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028
48.959 49 4.759 20 8" 0.003 328.214 10.121 0.005 0.021
27.936 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028
74.140 74 4.405 20 8" 0.003 403.343 12.438 0.004 0.017
64.367 64 4.527 20 8" 0.003 375.101 11.567 0.004 0.018
46.803 47 4.796 20 8" 0.003 321.446 9.912 0.005 0.021
48.247 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021
-39.173 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
43.015 43 4.877 20 8" 0.003 307.463 9.481 0.005 0.022
44.279 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022
36.016 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024
14.465 14 6.100 20 8" 0.003 175.438 5.410 0.009 0.040
-32.938 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 67
NOMBRE DE LA CALLE TRAMO
187-172
173-172
172-171
165-171
208-209
209-210
210-211
214-211
259-260
246-245
245-260
260-261
250-251
254-252
253-252
252-251
251-244
245-244
244-243
240-241
241-243
243-261
261-228
240-239
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.764 1.140 0.292 0.810 2.896 4.320 8.890 24.699 61.350 61.144
0.695 1.094 0.246 0.639 2.944 4.635 7.510 19.488 62.277 61.872
0.660 1.036 0.225 0.546 4.809 7.557 8.578 20.807 61.144 60.625
0.669 1.093 0.231 0.637 2.245 3.668 5.862 16.188 62.469 62.147
0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 71.596 71.224
0.269 0.426 0.054 0.110 2.232 3.534 1.089 2.231 71.224 70.201
0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 70.201 69.371
0.241 0.382 0.045 0.092 2.870 4.550 0.919 1.878 74.386 69.935
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 74.003 73.539
0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 79.519 78.135
0.252 0.400 0.049 0.099 2.579 4.087 0.988 2.020 78.120 75.507
0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 73.539 71.761
0.253 0.401 0.049 0.100 2.561 4.058 0.993 2.030 81.998 77.509
0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 83.478 80.912
0.238 0.377 0.044 0.091 2.956 4.686 0.901 1.841 82.419 80.923
0.243 0.385 0.046 0.094 2.810 4.454 0.933 1.905 80.903 77.546
0.255 0.403 0.049 0.101 2.524 3.999 1.002 2.050 77.509 75.189
0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 78.120 75.232
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.189 75.092
0.258 0.409 0.050 0.103 2.447 3.877 1.024 2.094 82.155 77.002
0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 76.996 76.186
0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 75.092 72.639
0.306 0.489 0.066 0.137 1.656 2.646 1.332 2.788 71.761 70.880
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 82.155 81.954
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 68
NOMBRE DE LA CALLE TRAMO
187-172
173-172
172-171
165-171
208-209
209-210
210-211
214-211
259-260
246-245
245-260
260-261
250-251
254-252
253-252
252-251
251-244
245-244
244-243
240-241
241-243
243-261
261-228
240-239
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
61.045 60.839 8.047 8.066 353.338 4.386 348.952
61.973 61.568 7.336 7.337 505.141 6.885 498.256
60.763 60.244 8.142 8.161 384.800 4.720 380.080
62.215 61.893 6.503 6.512 419.236 6.442 412.793
71.393 71.021 1.945 1.945 33.889 1.742 32.146
71.021 69.998 1.945 1.946 45.221 2.325 42.897
69.998 69.168 1.946 1.933 63.521 3.276 60.246
74.183 69.732 1.377 1.369 67.426 4.910 62.516
73.800 73.336 1.930 2.771 204.335 8.694 195.641
79.315 77.932 0.813 0.805 19.079 2.358 16.721
77.917 75.304 0.821 0.803 31.833 3.920 27.914
73.336 71.558 2.771 2.774 131.996 4.761 127.235
81.794 77.306 0.835 0.839 57.524 6.870 50.655
83.275 80.709 0.808 0.814 55.710 6.872 48.838
82.215 80.719 0.806 0.803 12.200 1.516 10.684
80.700 77.342 0.822 0.803 31.985 3.935 28.050
77.306 74.986 0.839 0.849 31.251 3.702 27.549
77.917 75.029 0.821 0.806 36.714 4.512 32.202
74.986 74.889 0.849 1.897 24.989 1.820 23.169
81.952 76.798 0.805 0.803 72.279 8.989 63.290
76.793 75.983 0.808 0.803 11.134 1.382 9.752
74.889 72.436 1.897 1.896 96.900 5.110 91.790
71.558 70.677 2.774 2.744 130.213 4.720 125.493
81.952 81.751 0.805 2.662 65.353 3.770 61.583
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 69
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
239-236 94 50 145 47 3.800 1.500 1.500 6.840 84.513 80.392
239-238 50 50 101 33 3.800 1.500 1.500 6.840 84.513 86.109
238-237 40 101 140 46 3.800 1.500 1.500 6.840 86.109 82.404
237-236 76 140 216 70 3.800 1.500 1.500 6.840 82.404 80.392
236-235 5 361 366 119 3.800 1.500 1.500 6.840 80.392 80.344
235-242 51 366 417 136 3.800 1.500 1.500 6.840 80.344 77.901
241-242 20 120 140 46 3.800 1.500 1.500 6.840 77.702 77.901
242-229 51 557 607 198 3.800 1.500 1.500 6.840 77.901 77.419
229-228 111 607 718 234 3.800 1.500 1.500 6.840 77.419 73.522
228-227 62 3295 3357 1094 3.775 2.025 1.500 9.174 73.522 73.858
229-230 54 607 661 215 3.800 1.500 1.500 6.840 77.419 74.824
234-233 107 0 107 35 3.800 1.500 1.500 6.840 80.411 77.847
235-233 52 366 418 136 3.800 1.500 1.500 6.840 80.344 77.847
233-231 52 525 577 188 3.800 1.500 1.500 6.840 77.847 75.351
232-231 38 0 38 12 3.800 1.500 1.500 6.840 75.741 75.351
231-230 51 615 666 217 3.800 1.500 1.500 6.840 75.351 74.824
230-227 96 1328 1423 464 3.800 1.500 1.500 6.840 74.824 73.858
265-264 69 0 69 23 3.800 1.500 1.500 6.840 74.824 70.790
264-263 38 69 107 35 3.800 1.500 1.500 6.840 70.790 70.558
263-226 46 107 153 50 3.800 1.500 1.500 6.840 70.558 71.959
227-226 47 4780 4828 1573 3.665 2.912 1.500 12.808 73.858 71.959
211-212 43 2489 2532 825 3.800 1.528 1.500 6.966 71.201 70.272
213-212 56 0 56 18 3.800 1.500 1.500 6.840 75.258 70.272
212-223 95 2588 2684 874 3.800 1.619 1.500 7.383 70.272 70.796
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 70
NOMBRE DE LA CALLE TRAMO
239-236
239-238
238-237
237-236
236-235
235-242
241-242
242-229
229-228
228-227
229-230
234-233
235-233
233-231
232-231
231-230
230-227
265-264
264-263
263-226
227-226
211-212
213-212
212-223
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
43.613 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022
-31.741 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
92.968 93 4.220 20 8" 0.003 452.168 13.943 0.003 0.015
26.486 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029
9.751 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
48.082 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021
-9.944 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
9.537 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
35.128 35 5.069 20 8" 0.003 277.391 8.554 0.005 0.025
-5.422 4 8.499 20 8" 0.003 93.775 2.892 0.016 0.098
48.009 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021
23.908 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030
47.997 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021
47.997 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021
10.334 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
10.334 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
10.103 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046
58.271 58 4.611 20 8" 0.003 357.086 11.011 0.004 0.019
6.112 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060
-30.768 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
40.039 40 6.254 20 8" 0.003 296.544 9.144 0.005 0.043
21.740 22 5.568 20 8" 0.003 219.923 6.782 0.007 0.032
88.782 89 4.255 20 8" 0.003 442.337 13.640 0.003 0.015
-5.494 4 7.834 20 8" 0.003 93.775 2.892 0.016 0.079
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 71
NOMBRE DE LA CALLE TRAMO
239-236
239-238
238-237
237-236
236-235
235-242
241-242
242-229
229-228
228-227
229-230
234-233
235-233
233-231
232-231
231-230
230-227
265-264
264-263
263-226
227-226
211-212
213-212
212-223
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 81.954 77.797
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 81.954 81.753
0.229 0.364 0.042 0.086 3.200 5.075 0.855 1.744 81.753 78.047
0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 78.047 76.073
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 76.073 76.023
0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 76.023 73.585
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.996 76.916
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 73.585 73.079
0.266 0.422 0.053 0.108 2.278 3.608 1.074 2.200 73.079 69.196
0.370 0.635 0.088 0.211 1.070 1.837 1.790 4.293 69.196 68.947
0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 73.079 70.484
0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 79.711 77.138
0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 76.023 73.526
0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 73.526 71.030
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 75.028 74.651
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 71.030 70.520
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 70.484 69.528
0.247 0.391 0.047 0.096 2.716 4.304 0.954 1.950 74.105 70.090
0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 70.086 69.858
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 69.858 69.676
0.261 0.499 0.051 0.142 2.387 4.562 1.041 2.879 68.947 67.051
0.286 0.455 0.059 0.122 1.939 3.084 1.198 2.480 69.371 68.432
0.231 0.366 0.042 0.087 3.151 4.998 0.863 1.762 74.558 69.560
0.370 0.596 0.088 0.190 1.070 1.724 1.790 3.856 68.432 68.050
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 72
NOMBRE DE LA CALLE TRAMO
239-236
239-238
238-237
237-236
236-235
235-242
241-242
242-229
229-228
228-227
229-230
234-233
235-233
233-231
232-231
231-230
230-227
265-264
264-263
263-226
227-226
211-212
213-212
212-223
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
81.751 77.594 2.662 2.698 189.911 7.086 182.825
81.751 81.550 2.662 4.459 134.227 3.770 130.457
81.550 77.844 4.459 4.460 133.277 2.989 130.288
77.844 75.869 4.460 4.423 252.949 5.695 247.254
75.869 75.820 4.423 4.424 16.576 0.375 16.201
75.820 73.381 4.424 4.420 168.453 3.809 164.644
76.793 76.713 0.808 1.089 14.297 1.507 12.789
73.381 72.875 4.420 4.443 168.203 3.795 164.407
72.875 68.992 4.443 4.429 369.147 8.321 360.826
68.992 68.744 4.429 5.013 219.567 4.650 214.916
72.875 70.281 4.443 4.443 180.110 4.054 176.056
79.507 76.934 0.803 0.813 64.974 8.040 56.934
75.820 73.323 4.424 4.424 172.569 3.901 168.669
73.323 70.827 4.424 4.424 172.576 3.901 168.675
74.825 74.448 0.816 0.803 22.903 2.829 20.074
70.827 70.317 4.424 4.407 168.960 3.826 165.134
70.281 69.325 4.443 4.433 318.352 7.173 311.179
73.902 69.887 0.822 0.803 42.184 5.191 36.993
69.883 69.655 0.807 0.803 22.937 2.848 20.089
69.655 69.473 0.803 2.386 54.455 3.415 51.040
68.744 66.848 5.013 5.012 178.264 3.556 174.708
69.168 68.229 1.933 1.944 62.084 3.203 58.881
74.355 69.357 0.803 0.815 34.083 4.211 29.872
68.229 67.847 1.944 2.849 171.403 7.152 164.251
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 73
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 10000 Hab Coef. Harmon =2.95
DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m
DOTACION = 200 l/Hab/Día
APORTACION = 160 l/Hab/Día
Qmin = 9.26 lps GASTO MINIMO = 9.26 lps
Qmed = 18.52 lps GASTO MEDIO = 18.52 lps
Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps
Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps
NOMBRE DE LA CALLE TRAMO
LONGITUD(m)
POBLACION
GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final
COEF. HARMON
226-223 28 4981 5008 1631 3.653 3.021 1.511 13.243 71.959 70.796
180-224 52 446 499 163 3.800 1.500 1.500 6.840 71.249 71.124
225-224 96 0 96 31 3.800 1.500 1.500 6.840 75.258 71.124
224-223 41 594 635 207 3.800 1.500 1.500 6.840 71.124 70.796
275-276 80 2015788 2015869 656710 2.170 1216.130 608.065 3166.801 68.760 68.510
189-266 76 12018 12094 3940 3.339 7.296 3.648 29.236 69.319 68.950
266-267 63 12094 12157 3961 3.337 7.334 3.667 29.371 68.950 68.587
267-268 81 12157 12238 3987 3.335 7.383 3.691 29.543 68.587 69.074
268-269 64 12238 12302 4008 3.333 7.422 3.711 29.680 69.074 69.112
112-113 0 98616 98617 32126 2.448 59.493 29.747 174.773 73.542 73.537
197-198 30 1490 1520 495 3.800 1.500 1.500 6.840 73.333 72.932
39-40 179 0 179 58 3.800 1.500 1.500 6.840 81.094 78.942
202-203 82 1230 1312 428 3.800 1.500 1.500 6.840 74.509 72.042
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 74
NOMBRE DE LA CALLE TRAMO
226-223
180-224
225-224
224-223
275-276
189-266
266-267
267-268
268-269
112-113
197-198
39-40
202-203
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
Coef. Rug. ManningComercial
(cm)
42.245 42 6.276 20 8" 0.003 303.867 9.370 0.005 0.044
2.398 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073
43.241 43 4.877 20 8" 0.003 307.463 9.481 0.005 0.022
8.048 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052
3.115 4 76.054 76 30" 0.003 3183.014 6.980 0.191 0.995
4.841 5 12.588 20 8" 0.003 104.844 3.233 0.035 0.279
5.753 6 12.186 20 8" 0.003 114.851 3.542 0.032 0.256
-6.053 4 13.177 20 8" 0.003 93.775 2.892 0.039 0.315
-0.593 4 13.200 20 8" 0.003 93.775 2.892 0.040 0.316
16.031 16 19.789 20 8" 0.003 187.551 5.783 0.159 0.932
13.417 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040
11.999 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042
29.955 30 5.218 20 8" 0.003 256.814 7.919 0.006 0.027
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 75
NOMBRE DE LA CALLE TRAMO
226-223
180-224
225-224
224-223
275-276
189-266
266-267
267-268
268-269
112-113
197-198
39-40
202-203
RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)
Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final
0.260 0.500 0.051 0.142 2.433 4.687 1.033 2.891 67.051 65.895
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.100 66.890
0.258 0.409 0.050 0.103 2.447 3.877 1.024 2.094 74.535 70.424
0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 66.890 66.565
0.771 1.140 0.296 0.815 5.379 7.957 22.569 62.105 46.887 46.565
0.468 0.857 0.128 0.361 1.512 2.770 2.594 7.338 65.088 64.707
0.456 0.837 0.122 0.345 1.614 2.963 2.489 7.008 64.707 64.328
0.485 0.886 0.135 0.386 1.403 2.562 2.753 7.835 64.328 64.006
0.486 0.887 0.136 0.387 1.405 2.565 2.760 7.855 64.006 63.749
0.731 1.136 0.269 0.764 4.227 6.570 5.472 15.533 58.034 58.029
0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 70.329 69.941
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 80.380 78.227
0.273 0.432 0.055 0.112 2.159 3.418 1.114 2.282 71.501 69.030
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB
Página 76
NOMBRE DE LA CALLE TRAMO
226-223
180-224
225-224
224-223
275-276
189-266
266-267
267-268
268-269
112-113
197-198
39-40
202-203
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)
OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
66.848 65.692 5.012 5.005 103.388 2.064 101.324
66.896 66.687 4.253 4.337 168.785 3.930 164.855
74.331 70.221 0.826 0.803 58.416 7.170 51.246
66.687 66.361 4.337 4.335 132.277 3.051 129.227
46.125 45.803 22.535 22.606 2720.109 12.052 2708.058
64.884 64.504 4.334 4.346 247.776 5.709 242.067
64.504 64.125 4.346 4.362 206.324 4.739 201.585
64.125 63.803 4.362 5.172 287.971 6.041 281.930
63.803 63.546 5.172 5.466 255.728 4.808 250.920
57.831 57.826 15.611 15.611 3.634 0.023 3.611
70.126 69.738 3.107 3.094 69.432 2.239 67.193
80.176 78.024 0.818 0.818 110.030 13.452 96.578
71.298 68.827 3.111 3.115 192.308 6.178 186.131