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Calculo Red de Agua Potable Calculo Red de Agua Potable Calculo Red de Agua Potable
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TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 1
HABITACIONAL Coef. Previsión = 1.20
POBLACION = 3831 Hab Coef. Harmon =3.35
DENSIDAD POBLACION = 0.26 Hab/m Long. total red = 14600.67m
DOTACION = 150 l/Hab/Día
APORTACION = 120 l/Hab/Día
Qmin = 2.66 lps GASTO MINIMO = 2.66 lps
Qmed = 5.32 lps GASTO MEDIO = 5.32 lps
Qmax inst = 17.83 lps GASTO MAX. INST. = 17.83 lps
Qmax prev = 21.39 lps GASTO MAX. PREV. = 21.39 lps
NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial
39-38 120 0 120 31 3.800 1.500 1.500 6.840 2073.354
38-37 120 120 240 63 3.800 1.500 1.500 6.840 2074.071
37-36 66 240 306 80 3.800 1.500 1.500 6.840 2073.985
44-43 98 0 98 26 3.800 1.500 1.500 6.840 2087.198
102-101 52 0 52 14 3.800 1.500 1.500 6.840 2103.795
101-99 38 52 90 24 3.800 1.500 1.500 6.840 2101.659
100-99 41 0 41 11 3.800 1.500 1.500 6.840 2101.370
99-96 30 131 162 42 3.800 1.500 1.500 6.840 2099.868
93-96 42 0 42 11 3.800 1.500 1.500 6.840 2099.454
96-97 58 203 261 68 3.800 1.500 1.500 6.840 2098.718
97-98 58 261 319 84 3.800 1.500 1.500 6.840 2092.920
98-45 117 319 436 114 3.800 1.500 1.500 6.840 2083.904
46-45 88 0 88 23 3.800 1.500 1.500 6.840 2075.742
93-94 63 0 63 17 3.800 1.500 1.500 6.840 2099.454
94-95 120 63 183 48 3.800 1.500 1.500 6.840 2091.586
95-45 25 183 208 55 3.800 1.500 1.500 6.840 2077.293
45-43 94 732 826 217 3.800 1.500 1.500 6.840 2075.637
43-42 41 924 965 253 3.800 1.500 1.500 6.840 2075.283
42-40 74 965 1039 273 3.800 1.500 1.500 6.840 2074.542
41-40 68 0 68 18 3.800 1.500 1.500 6.840 2080.447
40-36 129 1107 1236 324 3.800 1.500 1.500 6.840 2074.302
47-57 85 0 85 22 3.800 1.500 1.500 6.840 2075.362
56-57 90 0 90 24 3.800 1.500 1.500 6.840 2075.406
COEF. HARMON
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 2
COTAS TERRENO(m)
Final
2074.071
2073.985
2072.451
2075.283
2101.659
2099.868
2099.868
2098.718
2098.718
2092.920
2083.904
2075.637
2075.637
2091.586
2077.293
2075.637
2075.283
2074.542
2074.302
2074.302
2072.451
2073.959
2073.959
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 3
PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS
Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll
-5.977 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
0.719 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
23.231 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
121.851 122 6.056 20 8" 0.009 172.630 5.323 0.009 0.040
40.838 41 7.429 20 8" 0.009 100.076 3.086 0.015 0.068
47.367 47 7.241 20 8" 0.009 107.149 3.304 0.014 0.064
36.459 36 7.613 20 8" 0.009 93.775 2.892 0.016 0.073
37.862 38 7.536 20 8" 0.009 96.345 2.971 0.016 0.071
17.686 18 8.669 20 8" 0.009 66.309 2.045 0.023 0.103
100.716 100 6.286 20 8" 0.009 156.292 4.819 0.010 0.044
154.576 155 5.790 20 8" 0.009 194.582 6.000 0.008 0.035
70.792 71 6.702 20 8" 0.009 131.694 4.061 0.011 0.052
1.184 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
124.825 125 6.028 20 8" 0.009 174.740 5.388 0.009 0.039
119.117 119 6.084 20 8" 0.009 170.495 5.257 0.009 0.040
66.199 66 6.795 20 8" 0.009 126.972 3.915 0.012 0.054
3.778 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
18.019 11 9.508 20 8" 0.009 51.836 1.598 0.029 0.132
3.238 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
90.261 90 6.411 20 8" 0.009 148.272 4.572 0.010 0.046
14.388 14 9.087 20 8" 0.009 58.479 1.803 0.026 0.117
16.562 17 8.763 20 8" 0.009 64.441 1.987 0.023 0.106
16.017 16 8.863 20 8" 0.009 62.517 1.928 0.024 0.109
Coef. Rug. Manning
Comercial (cm)
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 4
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
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2072.454 2071.974
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2071.974 2071.494
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2071.494 2071.230
0.308 0.486 0.066 0.136 1.638 2.588 1.342 2.761 2086.298 2074.369
0.363 0.572 0.085 0.177 1.120 1.764 1.736 3.598 2102.895 2100.750
0.356 0.560 0.083 0.171 1.175 1.851 1.681 3.480 2100.745 2098.968
0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 2100.451 2098.968
0.367 0.578 0.087 0.180 1.091 1.718 1.768 3.665 2098.968 2097.814
0.411 0.645 0.104 0.217 0.840 1.319 2.111 4.407 2098.554 2097.805
0.317 0.501 0.069 0.143 1.528 2.414 1.406 2.897 2097.777 2092.020
0.297 0.469 0.062 0.128 1.780 2.815 1.269 2.607 2092.020 2082.979
0.334 0.527 0.075 0.155 1.356 2.140 1.525 3.147 2082.979 2074.688
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2074.842 2074.488
0.307 0.484 0.066 0.135 1.652 2.610 1.335 2.745 2098.554 2090.675
0.309 0.488 0.066 0.137 1.624 2.566 1.350 2.778 2090.672 2076.393
0.338 0.533 0.076 0.158 1.322 2.086 1.551 3.204 2076.388 2074.737
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2074.488 2074.113
0.443 0.693 0.117 0.245 0.707 1.108 2.375 4.985 2074.095 2073.642
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2073.642 2073.346
0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 2079.529 2073.402
0.427 0.669 0.110 0.231 0.770 1.207 2.242 4.693 2073.346 2071.544
0.415 0.651 0.105 0.220 0.824 1.293 2.140 4.471 2074.462 2073.022
0.418 0.656 0.107 0.223 0.806 1.265 2.171 4.539 2074.504 2073.059
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 5
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3) OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
2072.251 2071.771 1.003 2.201 144.212 9.002 135.210
2071.771 2071.291 2.201 2.594 215.782 9.000 206.782
2071.291 2071.027 2.594 1.324 97.057 4.954 92.104
2086.095 2074.166 1.003 1.018 74.103 7.333 66.769
2102.692 2100.547 1.003 1.012 39.525 3.923 35.601
2100.542 2098.764 1.017 1.003 28.650 2.836 25.814
2100.248 2098.764 1.022 1.003 31.300 3.091 28.209
2098.764 2097.611 1.003 1.007 22.888 2.277 20.611
2098.351 2097.602 1.003 1.016 31.520 3.122 28.399
2097.574 2091.816 1.044 1.003 44.209 4.318 39.891
2091.816 2082.776 1.003 1.028 44.424 4.374 40.050
2082.776 2074.485 1.028 1.052 91.094 8.758 82.335
2074.639 2074.285 1.003 1.252 74.831 6.635 68.195
2098.351 2090.472 1.003 1.014 47.686 4.727 42.959
2090.469 2076.189 1.017 1.003 90.916 9.000 81.916
2076.184 2074.534 1.008 1.003 18.861 1.875 16.985
2074.285 2073.910 1.252 1.273 88.713 7.025 81.688
2073.891 2073.439 1.292 1.003 35.402 3.085 32.317
2073.439 2073.143 1.003 1.060 57.337 5.559 51.779
2079.326 2073.199 1.021 1.003 51.671 5.105 46.566
2073.143 2071.341 1.060 1.010 99.855 9.650 90.205
2074.259 2072.819 1.003 1.040 64.904 6.352 58.552
2074.301 2072.856 1.005 1.003 68.007 6.774 61.233
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 6
NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial
COEF. HARMON
57-58 78 175 253 66 3.800 1.500 1.500 6.840 2073.959
46-58 85 0 85 22 3.800 1.500 1.500 6.840 2075.742
57-31 89 0 89 23 3.800 1.500 1.500 6.840 2073.959
86-78 66 0 66 17 3.800 1.500 1.500 6.840 2079.615
85-84 28 0 28 7 3.800 1.500 1.500 6.840 2088.179
84-83 120 28 148 39 3.800 1.500 1.500 6.840 2087.301
83-80 92 148 239 63 3.800 1.500 1.500 6.840 2082.716
82-81 33 0 33 9 3.800 1.500 1.500 6.840 2093.164
81-80 87 33 120 32 3.800 1.500 1.500 6.840 2088.783
80-79 20 360 380 100 3.800 1.500 1.500 6.840 2081.883
79-78 75 380 455 119 3.800 1.500 1.500 6.840 2081.420
78-90 89 520 610 160 3.800 1.500 1.500 6.840 2079.358
78-76 88 0 88 23 3.800 1.500 1.500 6.840 2079.358
77-76 138 0 138 36 3.800 1.500 1.500 6.840 2082.472
76-91 88 226 314 82 3.800 1.500 1.500 6.840 2079.288
71-70 215 0 215 56 3.800 1.500 1.500 6.840 2130.841
70-69 68 215 282 74 3.800 1.500 1.500 6.840 2120.038
69-68 81 282 363 95 3.800 1.500 1.500 6.840 2113.135
68-67 91 363 455 119 3.800 1.500 1.500 6.840 2104.577
67-66 120 455 575 151 3.800 1.500 1.500 6.840 2096.584
66-65 151 575 725 190 3.800 1.500 1.500 6.840 2088.201
65-64 97 725 822 216 3.800 1.500 1.500 6.840 2080.505
64-63 59 822 881 231 3.800 1.500 1.500 6.840 2079.047
76-72 90 0 90 24 3.800 1.500 1.500 6.840 2079.288
75-74 51 0 51 13 3.800 1.500 1.500 6.840 2088.657
74-73 109 51 160 42 3.800 1.500 1.500 6.840 2085.707
73-72 120 160 280 73 3.800 1.500 1.500 6.840 2081.557
65-72 87 725 813 213 3.800 1.500 1.500 6.840 2080.505
72-63 92 1182 1273 334 3.800 1.500 1.500 6.840 2079.252
63-91 90 2155 2245 589 3.800 1.500 1.500 6.840 2078.206
91-90 85 2559 2644 694 3.800 1.500 1.500 6.840 2077.747
90-48 90 3254 3344 877 3.800 1.500 1.500 6.840 2077.534
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 7
COTAS TERRENO(m)
Final
2073.625
2073.625
2072.767
2079.358
2087.301
2082.716
2081.883
2088.783
2081.883
2081.420
2079.358
2077.534
2079.288
2079.288
2077.747
2120.038
2113.135
2104.577
2096.584
2088.201
2080.505
2079.047
2078.206
2079.252
2085.707
2081.557
2079.252
2079.252
2078.206
2077.747
2077.534
2076.333
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 8
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. Manning
Comercial (cm)
4.299 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
24.893 25 8.151 20 8" 0.009 78.146 2.410 0.019 0.088
13.393 13 9.215 20 8" 0.009 56.352 1.738 0.027 0.121
3.912 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
31.866 32 7.783 20 8" 0.009 88.412 2.726 0.017 0.077
38.213 38 7.536 20 8" 0.009 96.345 2.971 0.016 0.071
9.066 9 9.872 20 8" 0.009 46.888 1.446 0.032 0.146
134.174 134 5.950 20 8" 0.009 180.921 5.579 0.008 0.038
78.915 79 6.570 20 8" 0.009 138.916 4.284 0.011 0.049
22.881 23 8.280 20 8" 0.009 74.955 2.311 0.020 0.091
27.448 27 8.035 20 8" 0.009 81.212 2.504 0.018 0.084
20.482 20 8.500 20 8" 0.009 69.896 2.155 0.021 0.098
0.802 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
23.130 23 8.280 20 8" 0.009 74.955 2.311 0.020 0.091
17.434 14 9.087 20 8" 0.009 58.479 1.803 0.026 0.117
50.355 50 7.158 20 8" 0.009 110.515 3.408 0.014 0.062
102.170 102 6.262 20 8" 0.009 157.847 4.867 0.010 0.043
105.317 105 6.228 20 8" 0.009 160.152 4.938 0.009 0.043
87.549 88 6.438 20 8" 0.009 146.615 4.521 0.010 0.047
69.854 70 6.720 20 8" 0.009 130.763 4.032 0.011 0.052
51.128 51 7.131 20 8" 0.009 111.615 3.442 0.013 0.061
15.043 15 8.971 20 8" 0.009 60.532 1.867 0.025 0.113
14.186 14 9.087 20 8" 0.009 58.479 1.803 0.026 0.117
0.398 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
58.407 58 6.961 20 8" 0.009 119.029 3.670 0.013 0.057
38.057 38 7.536 20 8" 0.009 96.345 2.971 0.016 0.071
19.212 19 8.582 20 8" 0.009 68.126 2.101 0.022 0.100
14.345 14 9.087 20 8" 0.009 58.479 1.803 0.026 0.117
11.419 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
5.083 5 11.023 20 8" 0.009 34.948 1.078 0.043 0.196
2.504 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
13.385 12 9.354 20 8" 0.009 54.141 1.670 0.028 0.126
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 9
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
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2073.022 2072.711
0.391 0.615 0.096 0.200 0.942 1.482 1.952 4.063 2074.842 2072.716
0.432 0.677 0.112 0.235 0.750 1.176 2.282 4.780 2073.022 2071.865
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2078.715 2078.453
0.377 0.593 0.091 0.188 1.027 1.617 1.841 3.823 2087.279 2086.397
0.367 0.578 0.087 0.180 1.091 1.718 1.768 3.665 2086.375 2081.816
0.456 0.714 0.123 0.258 0.659 1.032 2.491 5.244 2081.810 2080.983
0.303 0.479 0.065 0.133 1.692 2.675 1.313 2.700 2092.258 2087.883
0.329 0.519 0.073 0.151 1.408 2.222 1.487 3.067 2087.883 2080.976
0.396 0.623 0.098 0.204 0.915 1.439 1.991 4.148 2080.976 2080.510
0.387 0.608 0.094 0.196 0.968 1.523 1.917 3.987 2080.486 2078.458
0.404 0.635 0.101 0.211 0.872 1.370 2.059 4.294 2078.415 2076.634
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2078.415 2078.063
0.396 0.623 0.098 0.204 0.915 1.439 1.991 4.148 2081.554 2078.388
0.427 0.669 0.110 0.231 0.770 1.207 2.242 4.693 2078.063 2076.826
0.352 0.555 0.082 0.169 1.200 1.892 1.656 3.428 2129.865 2119.138
0.316 0.499 0.069 0.142 1.539 2.431 1.400 2.883 2119.127 2112.235
0.315 0.497 0.068 0.141 1.554 2.456 1.390 2.863 2112.209 2103.677
0.323 0.511 0.071 0.147 1.462 2.308 1.450 2.988 2103.677 2095.642
0.335 0.528 0.075 0.155 1.350 2.130 1.530 3.158 2095.642 2087.242
0.351 0.554 0.081 0.168 1.209 1.905 1.649 3.411 2087.242 2079.565
0.422 0.663 0.109 0.227 0.788 1.237 2.205 4.612 2079.565 2078.112
0.427 0.669 0.110 0.231 0.770 1.207 2.242 4.693 2078.112 2077.282
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2078.063 2077.704
0.344 0.543 0.079 0.163 1.264 1.994 1.599 3.306 2087.737 2084.807
0.367 0.578 0.087 0.180 1.091 1.718 1.768 3.665 2084.801 2080.657
0.408 0.640 0.103 0.214 0.856 1.345 2.084 4.349 2080.632 2078.352
0.427 0.669 0.110 0.231 0.770 1.207 2.242 4.693 2079.565 2078.343
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2077.672 2077.306
0.498 0.776 0.141 0.300 0.537 0.836 2.870 6.094 2077.282 2076.830
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2076.826 2076.485
0.437 0.684 0.114 0.240 0.729 1.143 2.326 4.877 2076.485 2075.408
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 10
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3) OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
2072.819 2072.508 1.040 1.017 59.960 5.829 54.131
2074.639 2072.513 1.003 1.012 64.272 6.378 57.894
2072.819 2071.661 1.040 1.005 68.305 6.678 61.627
2078.512 2078.249 1.003 1.009 49.480 4.918 44.562
2087.076 2086.194 1.003 1.007 20.781 2.068 18.713
2086.172 2081.613 1.029 1.003 91.414 8.997 82.417
2081.607 2080.780 1.009 1.003 69.344 6.891 62.452
2092.055 2087.680 1.009 1.003 24.637 2.449 22.188
2087.680 2080.773 1.003 1.011 66.027 6.557 59.470
2080.773 2080.307 1.011 1.013 15.366 1.519 13.848
2080.283 2078.255 1.037 1.003 57.458 5.633 51.825
2078.212 2076.431 1.046 1.003 68.459 6.681 61.778
2078.212 2077.860 1.046 1.328 78.437 6.608 71.828
2081.351 2078.184 1.021 1.003 104.505 10.325 94.180
2077.860 2076.623 1.328 1.024 77.949 6.628 71.322
2129.662 2118.935 1.079 1.003 167.543 16.090 151.453
2118.924 2112.032 1.015 1.003 51.128 5.067 46.061
2112.006 2103.473 1.029 1.003 61.928 6.095 55.833
2103.473 2095.439 1.003 1.044 70.103 6.847 63.256
2095.439 2087.039 1.044 1.062 94.784 9.000 85.784
2087.039 2079.362 1.062 1.043 118.803 11.290 107.513
2079.362 2077.908 1.043 1.039 75.644 7.269 68.375
2077.908 2077.078 1.039 1.028 45.938 4.447 41.491
2077.860 2077.501 1.328 1.651 100.148 6.724 93.424
2087.534 2084.604 1.024 1.003 38.393 3.788 34.604
2084.598 2080.454 1.009 1.003 82.297 8.178 74.119
2080.429 2078.149 1.029 1.003 91.435 9.000 82.435
2079.362 2078.139 1.043 1.013 67.329 6.552 60.778
2077.469 2077.103 1.683 1.003 92.260 6.870 85.390
2077.078 2076.627 1.028 1.020 69.320 6.771 62.549
2076.623 2076.282 1.024 1.152 69.520 6.389 63.131
2076.282 2075.205 1.152 1.028 73.334 6.729 66.605
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 11
NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial
COEF. HARMON
91-49 88 2559 2647 695 3.800 1.500 1.500 6.840 2077.747
62-61 60 0 60 16 3.800 1.500 1.500 6.840 2080.046
63-61 89 2155 2244 589 3.800 1.500 1.500 6.840 2078.206
157-156 28 0 28 7 3.800 1.500 1.500 6.840 2078.910
156-103 45 28 73 19 3.800 1.500 1.500 6.840 2078.900
133-132 108 0 108 28 3.800 1.500 1.500 6.840 2114.887
132-131 41 108 149 39 3.800 1.500 1.500 6.840 2102.018
131-130 87 149 236 62 3.800 1.500 1.500 6.840 2097.419
130-129 45 236 281 74 3.800 1.500 1.500 6.840 2090.279
129-128 107 281 388 102 3.800 1.500 1.500 6.840 2085.954
137-136 49 0 49 13 3.800 1.500 1.500 6.840 2097.039
136-128 53 49 102 27 3.800 1.500 1.500 6.840 2089.018
128-127 50 490 541 142 3.800 1.500 1.500 6.840 2081.907
127-109 122 541 663 174 3.800 1.500 1.500 6.840 2080.534
126-111 41 0 41 11 3.800 1.500 1.500 6.840 2098.260
125-124 48 0 48 13 3.800 1.500 1.500 6.840 2122.943
124-123 44 48 92 24 3.800 1.500 1.500 6.840 2119.914
123-122 33 92 125 33 3.800 1.500 1.500 6.840 2119.118
122-121 46 125 170 45 3.800 1.500 1.500 6.840 2118.153
121-113 20 170 190 50 3.800 1.500 1.500 6.840 2115.834
115-114 219 0 219 57 3.800 1.500 1.500 6.840 2131.050
114-113 67 219 286 75 3.800 1.500 1.500 6.840 2120.410
120-119 120 0 120 31 3.800 1.500 1.500 6.840 2179.144
119-118 84 120 204 54 3.800 1.500 1.500 6.840 2161.125
118-117 120 204 324 85 3.800 1.500 1.500 6.840 2147.502
117-116 120 324 444 117 3.800 1.500 1.500 6.840 2133.771
116-113 45 444 490 129 3.800 1.500 1.500 6.840 2118.863
113-112 85 966 1051 276 3.800 1.500 1.500 6.840 2113.771
112-111 71 1051 1123 295 3.800 1.500 1.500 6.840 2104.984
111-110 120 1164 1284 337 3.800 1.500 1.500 6.840 2097.981
110-109 168 1284 1452 381 3.800 1.500 1.500 6.840 2089.194
109-108 95 2114 2209 580 3.800 1.500 1.500 6.840 2080.268
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 12
COTAS TERRENO(m)
Final
2076.884
2077.597
2077.597
2078.900
2078.223
2102.018
2097.419
2090.279
2085.954
2081.907
2089.018
2081.907
2080.534
2080.268
2097.981
2119.914
2119.118
2118.153
2115.834
2113.771
2120.410
2113.771
2161.125
2147.502
2133.771
2118.863
2113.771
2104.984
2097.981
2089.194
2080.268
2078.882
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 13
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. Manning
Comercial (cm)
9.779 10 9.679 20 8" 0.009 49.424 1.524 0.030 0.138
40.645 41 7.429 20 8" 0.009 100.076 3.086 0.015 0.068
6.864 7 10.349 20 8" 0.009 41.351 1.275 0.036 0.165
0.355 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
15.083 13 9.215 20 8" 0.009 56.352 1.738 0.027 0.121
118.618 119 6.084 20 8" 0.009 170.495 5.257 0.009 0.040
113.424 112 6.153 20 8" 0.009 165.404 5.100 0.009 0.041
82.499 82 6.524 20 8" 0.009 141.529 4.364 0.011 0.048
95.161 95 6.346 20 8" 0.009 152.335 4.697 0.010 0.045
37.780 38 7.536 20 8" 0.009 96.345 2.971 0.016 0.071
164.826 165 5.722 20 8" 0.009 200.761 6.191 0.007 0.034
133.325 133 5.958 20 8" 0.009 180.245 5.558 0.008 0.038
27.221 27 8.035 20 8" 0.009 81.212 2.504 0.018 0.084
2.182 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
6.792 7 10.349 20 8" 0.009 41.351 1.275 0.036 0.165
63.295 63 6.854 20 8" 0.009 124.053 3.825 0.012 0.055
18.123 18 8.669 20 8" 0.009 66.309 2.045 0.023 0.103
29.147 29 7.928 20 8" 0.009 84.166 2.595 0.018 0.081
50.936 51 7.131 20 8" 0.009 111.615 3.442 0.013 0.061
103.712 104 6.239 20 8" 0.009 159.387 4.915 0.009 0.043
48.634 49 7.185 20 8" 0.009 109.405 3.374 0.014 0.063
98.794 98 6.309 20 8" 0.009 154.721 4.771 0.010 0.044
150.155 150 5.825 20 8" 0.009 191.418 5.903 0.008 0.036
161.347 161 5.749 20 8" 0.009 198.313 6.115 0.008 0.034
114.424 114 6.133 20 8" 0.009 166.874 5.146 0.009 0.041
124.232 124 6.037 20 8" 0.009 174.040 5.367 0.009 0.039
111.989 112 6.153 20 8" 0.009 165.404 5.100 0.009 0.041
103.110 103 6.251 20 8" 0.009 158.619 4.891 0.009 0.043
98.358 98 6.309 20 8" 0.009 154.721 4.771 0.010 0.044
73.234 73 6.668 20 8" 0.009 133.536 4.118 0.011 0.051
53.132 53 7.080 20 8" 0.009 113.782 3.509 0.013 0.060
14.656 12 9.354 20 8" 0.009 54.141 1.670 0.028 0.126
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 14
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
0.449 0.703 0.120 0.251 0.684 1.071 2.429 5.106 2076.826 2075.944
0.363 0.572 0.085 0.177 1.120 1.764 1.736 3.598 2079.146 2076.675
0.474 0.740 0.130 0.275 0.604 0.943 2.647 5.590 2077.282 2076.660
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2078.010 2077.899
0.432 0.677 0.112 0.235 0.750 1.176 2.282 4.780 2077.899 2077.315
0.309 0.488 0.066 0.137 1.624 2.566 1.350 2.778 2113.987 2101.076
0.312 0.492 0.067 0.139 1.590 2.512 1.369 2.819 2101.060 2096.519
0.327 0.516 0.073 0.150 1.426 2.252 1.474 3.039 2096.475 2089.379
0.320 0.505 0.070 0.144 1.501 2.371 1.424 2.933 2089.372 2085.054
0.367 0.578 0.087 0.180 1.091 1.718 1.768 3.665 2085.054 2080.984
0.294 0.465 0.062 0.126 1.819 2.877 1.250 2.568 2096.139 2088.110
0.304 0.480 0.065 0.133 1.688 2.668 1.315 2.705 2088.101 2081.007
0.387 0.608 0.094 0.196 0.968 1.523 1.917 3.987 2080.984 2079.621
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2079.621 2079.134
0.474 0.740 0.130 0.275 0.604 0.943 2.647 5.590 2097.360 2097.073
0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 2122.029 2119.014
0.411 0.645 0.104 0.217 0.840 1.319 2.111 4.407 2119.008 2118.218
0.382 0.602 0.093 0.193 0.993 1.562 1.885 3.917 2118.213 2117.253
0.351 0.554 0.081 0.168 1.209 1.905 1.649 3.411 2117.253 2114.931
0.315 0.498 0.069 0.141 1.549 2.447 1.394 2.870 2114.931 2112.862
0.353 0.557 0.082 0.170 1.192 1.879 1.664 3.445 2130.150 2119.430
0.318 0.502 0.070 0.143 1.518 2.397 1.413 2.911 2119.430 2112.844
0.298 0.471 0.063 0.129 1.760 2.783 1.278 2.627 2178.225 2160.225
0.295 0.466 0.062 0.127 1.804 2.853 1.257 2.583 2160.196 2146.602
0.311 0.491 0.067 0.138 1.600 2.527 1.364 2.807 2146.551 2132.871
0.307 0.485 0.066 0.135 1.647 2.603 1.337 2.751 2132.843 2117.963
0.312 0.492 0.067 0.139 1.590 2.512 1.369 2.819 2117.963 2112.870
0.316 0.499 0.069 0.142 1.544 2.439 1.397 2.876 2112.844 2104.066
0.318 0.502 0.070 0.143 1.518 2.397 1.413 2.911 2104.058 2097.081
0.333 0.525 0.075 0.154 1.370 2.161 1.515 3.126 2097.053 2088.294
0.349 0.550 0.080 0.166 1.225 1.931 1.634 3.379 2088.271 2079.368
0.437 0.684 0.114 0.240 0.729 1.143 2.326 4.877 2079.117 2077.982
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 15
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3) OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
2076.623 2075.740 1.024 1.044 68.432 6.617 61.815
2078.942 2076.472 1.003 1.025 45.817 4.519 41.298
2077.078 2076.457 1.028 1.040 68.806 6.657 62.149
2077.806 2077.696 1.003 1.104 21.886 2.077 19.809
2077.696 2077.112 1.104 1.011 35.589 3.366 32.223
2113.784 2100.873 1.003 1.045 83.323 8.137 75.186
2100.857 2096.315 1.061 1.003 31.385 3.041 28.344
2096.272 2089.176 1.046 1.003 66.514 6.490 60.023
2089.169 2084.851 1.011 1.003 34.322 3.409 30.914
2084.851 2080.781 1.003 1.027 81.533 8.033 73.500
2095.936 2087.906 1.003 1.012 36.769 3.650 33.119
2087.898 2080.804 1.021 1.003 40.475 4.000 36.475
2080.781 2079.418 1.027 1.016 38.648 3.785 34.863
2079.418 2078.930 1.016 1.237 103.023 9.146 93.877
2097.156 2096.870 1.003 1.012 30.955 3.073 27.882
2121.826 2118.810 1.017 1.003 36.267 3.590 32.677
2118.805 2118.015 1.009 1.003 33.129 3.294 29.836
2118.010 2117.050 1.008 1.003 24.955 2.482 22.473
2117.050 2114.728 1.003 1.006 34.311 3.415 30.896
2114.728 2112.659 1.006 1.012 15.054 1.492 13.562
2129.947 2119.226 1.003 1.083 171.178 16.409 154.770
2119.226 2112.641 1.083 1.030 53.250 5.040 48.210
2178.022 2160.022 1.022 1.003 91.124 9.000 82.124
2159.993 2146.398 1.032 1.003 64.457 6.333 58.124
2146.348 2132.668 1.054 1.003 92.576 9.000 83.576
2132.640 2117.760 1.031 1.003 91.539 9.000 82.539
2117.760 2112.667 1.003 1.004 34.223 3.411 30.812
2112.641 2103.863 1.030 1.021 65.526 6.392 59.135
2103.855 2096.878 1.029 1.003 54.244 5.339 48.905
2096.850 2088.090 1.031 1.003 91.551 9.000 82.551
2088.068 2079.165 1.025 1.003 127.794 12.599 115.194
2078.913 2077.778 1.254 1.003 80.070 7.093 72.976
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 16
NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial
COEF. HARMON
108-103 95 2209 2304 604 3.800 1.500 1.500 6.840 2078.882
103-61 42 2376 2418 634 3.800 1.500 1.500 6.840 2078.223
61-49 88 4722 4810 1262 3.733 1.753 1.500 7.852 2077.597
49-48 86 7458 7544 1979 3.589 2.749 1.500 11.841 2076.884
48-56 87 10887 10975 2880 3.457 3.999 2.000 16.594 2076.333
55-54 52 0 52 14 3.800 1.500 1.500 6.840 2075.627
54-56 32 52 83 22 3.800 1.500 1.500 6.840 2075.653
56-30 88 11058 11146 2925 3.452 4.062 2.031 16.825 2075.406
59-28 59 0 59 15 3.800 1.500 1.500 6.840 2078.872
28-29 85 59 144 38 3.800 1.500 1.500 6.840 2075.051
54-53 32 0 32 8 3.800 1.500 1.500 6.840 2075.653
53-52 58 32 90 24 3.800 1.500 1.500 6.840 2075.404
49-50 89 7458 7547 1980 3.589 2.750 1.500 11.845 2076.884
60-50 40 0 40 10 3.800 1.500 1.500 6.840 2078.462
50-51 18 7587 7605 1995 3.587 2.771 1.500 11.927 2075.733
59-51 91 0 91 24 3.800 1.500 1.500 6.840 2078.872
51-52 15 7695 7710 2023 3.582 2.810 1.500 12.078 2075.281
52-29 55 7801 7856 2061 3.576 2.863 1.500 12.284 2074.933
29-30 93 8000 8093 2124 3.565 2.949 1.500 12.619 2074.066
30-31 87 19240 19326 5071 3.239 7.043 3.522 27.378 2073.251
31-32 87 19415 19502 5117 3.236 7.107 3.554 27.596 2072.767
58-32 89 338 427 112 3.800 1.500 1.500 6.840 2073.625
34-33 120 0 120 31 3.800 1.500 1.500 6.840 2072.009
32-33 120 19929 20049 5261 3.224 7.306 3.653 28.272 2071.950
36-35 67 1542 1609 422 3.800 1.500 1.500 6.840 2072.451
34-35 67 0 67 17 3.800 1.500 1.500 6.840 2072.009
93-92 170 0 170 45 3.800 1.500 1.500 6.840 2099.454
92-88 75 170 245 64 3.800 1.500 1.500 6.840 2081.406
87-86 116 0 116 30 3.800 1.500 1.500 6.840 2084.856
86-88 23 116 138 36 3.800 1.500 1.500 6.840 2079.615
90-89 93 0 93 24 3.800 1.500 1.500 6.840 2077.534
88-89 93 0 93 24 3.800 1.500 1.500 6.840 2078.958
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 17
COTAS TERRENO(m)
Final
2078.223
2077.597
2076.884
2076.333
2075.406
2075.653
2075.406
2073.251
2075.051
2074.066
2075.404
2074.933
2075.733
2075.733
2075.281
2075.281
2074.933
2074.066
2073.251
2072.767
2071.950
2071.950
2071.749
2071.749
2071.747
2071.747
2081.406
2078.958
2079.615
2078.958
2076.433
2076.433
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 18
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. Manning
Comercial (cm)
6.927 7 10.349 20 8" 0.009 41.351 1.275 0.036 0.165
15.006 15 8.971 20 8" 0.009 60.532 1.867 0.025 0.113
8.058 8 10.629 20 8" 0.009 44.206 1.363 0.034 0.178
6.393 6 13.086 20 8" 0.009 38.284 1.181 0.039 0.309
10.618 10 13.495 20 8" 0.009 49.424 1.524 0.040 0.336
-0.509 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
7.771 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
24.502 23 11.604 20 8" 0.009 74.955 2.311 0.027 0.224
64.918 65 6.814 20 8" 0.009 126.007 3.886 0.012 0.054
11.581 12 9.354 20 8" 0.009 54.141 1.670 0.028 0.126
7.774 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
8.070 6 10.652 20 8" 0.009 38.284 1.181 0.039 0.179
12.884 12 11.493 20 8" 0.009 54.141 1.670 0.028 0.219
68.999 69 6.738 20 8" 0.009 129.826 4.003 0.012 0.053
24.920 25 10.041 20 8" 0.009 78.146 2.410 0.019 0.153
39.639 40 7.464 20 8" 0.009 98.848 3.048 0.015 0.069
22.908 21 10.424 20 8" 0.009 71.622 2.209 0.021 0.169
15.643 16 11.039 20 8" 0.009 62.517 1.928 0.024 0.196
8.747 8 12.698 20 8" 0.009 44.206 1.363 0.034 0.285
5.574 6 17.919 20 8" 0.009 38.284 1.181 0.092 0.715
9.392 9 16.657 20 8" 0.009 46.888 1.446 0.076 0.589
18.753 19 8.582 20 8" 0.009 68.126 2.101 0.022 0.100
2.163 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
1.679 4 19.569 20 8" 0.009 31.258 0.964 0.117 0.904
10.572 6 10.652 20 8" 0.009 38.284 1.181 0.039 0.179
3.932 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
106.353 106 6.217 20 8" 0.009 160.913 4.962 0.009 0.043
32.667 33 7.738 20 8" 0.009 89.783 2.769 0.017 0.076
45.278 45 7.301 20 8" 0.009 104.844 3.233 0.014 0.065
29.135 29 7.928 20 8" 0.009 84.166 2.595 0.018 0.081
11.894 10 9.679 20 8" 0.009 49.424 1.524 0.030 0.138
27.097 27 8.035 20 8" 0.009 81.212 2.504 0.018 0.084
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 19
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
0.474 0.740 0.130 0.275 0.604 0.943 2.647 5.590 2077.982 2077.316
0.422 0.663 0.109 0.227 0.788 1.237 2.205 4.612 2077.315 2076.689
0.464 0.755 0.126 0.285 0.633 1.029 2.563 5.797 2076.660 2075.953
0.485 0.881 0.135 0.382 0.572 1.041 2.746 7.758 2075.944 2075.426
0.489 0.901 0.137 0.399 0.746 1.374 2.789 8.112 2075.379 2074.506
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2074.727 2074.520
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2074.520 2074.393
0.434 0.807 0.113 0.322 1.003 1.864 2.301 6.544 2074.374 2072.351
0.339 0.534 0.077 0.158 1.315 2.075 1.557 3.216 2077.972 2074.146
0.437 0.684 0.114 0.240 0.729 1.143 2.326 4.877 2074.146 2073.126
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2074.520 2074.392
0.485 0.756 0.135 0.286 0.572 0.893 2.746 5.815 2074.383 2074.033
0.437 0.801 0.114 0.318 0.729 1.337 2.326 6.457 2075.905 2074.833
0.335 0.529 0.076 0.156 1.343 2.119 1.535 3.169 2077.562 2074.833
0.391 0.723 0.096 0.264 0.942 1.742 1.952 5.366 2074.833 2074.379
0.364 0.574 0.086 0.178 1.110 1.749 1.746 3.620 2077.972 2074.348
0.402 0.744 0.100 0.278 0.887 1.643 2.035 5.645 2074.348 2074.029
0.418 0.777 0.107 0.301 0.806 1.498 2.171 6.107 2074.029 2073.143
0.464 0.862 0.126 0.366 0.633 1.175 2.563 7.430 2073.097 2072.351
0.624 1.087 0.205 0.625 0.737 1.283 4.164 12.708 2072.351 2071.830
0.589 1.041 0.186 0.552 0.852 1.504 3.785 11.209 2071.830 2071.048
0.408 0.640 0.103 0.214 0.856 1.345 2.084 4.349 2072.711 2071.015
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2071.109 2070.629
0.669 1.132 0.231 0.745 0.645 1.091 4.691 15.134 2071.015 2070.535
0.485 0.756 0.135 0.286 0.572 0.893 2.746 5.815 2071.230 2070.830
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2071.109 2070.842
0.314 0.497 0.068 0.141 1.560 2.464 1.387 2.857 2098.494 2080.506
0.375 0.590 0.090 0.187 1.038 1.634 1.828 3.795 2080.506 2078.033
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 2083.923 2078.715
0.382 0.602 0.093 0.193 0.993 1.562 1.885 3.917 2078.712 2078.058
0.449 0.703 0.120 0.251 0.684 1.071 2.429 5.106 2076.459 2075.533
0.387 0.608 0.094 0.196 0.968 1.523 1.917 3.987 2078.033 2075.517
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 20
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3) OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
2077.778 2077.113 1.003 1.010 71.786 7.131 64.654
2077.112 2076.486 1.011 1.010 31.631 3.130 28.501
2076.457 2075.750 1.040 1.035 68.761 6.630 62.131
2075.740 2075.223 1.044 1.010 66.455 6.471 59.984
2075.176 2074.303 1.057 1.003 67.449 6.547 60.901
2074.523 2074.316 1.003 1.236 43.433 3.879 39.554
2074.316 2074.189 1.236 1.117 28.039 2.383 25.656
2074.171 2072.148 1.135 1.003 70.535 6.597 63.939
2077.769 2073.943 1.003 1.008 44.386 4.414 39.972
2073.943 2072.923 1.008 1.044 65.443 6.379 59.064
2074.316 2074.188 1.236 1.115 28.251 2.402 25.849
2074.180 2073.830 1.124 1.003 46.541 4.376 42.165
2075.702 2074.630 1.082 1.003 69.899 6.704 63.196
2077.358 2074.630 1.003 1.003 29.758 2.966 26.792
2074.630 2074.176 1.003 1.005 13.654 1.360 12.294
2077.769 2074.145 1.003 1.036 69.269 6.794 62.474
2074.145 2073.826 1.036 1.007 11.634 1.139 10.495
2073.826 2072.940 1.007 1.027 42.253 4.156 38.097
2072.893 2072.148 1.073 1.003 72.575 6.992 65.583
2072.148 2071.627 1.003 1.040 66.537 6.512 60.024
2071.627 2070.844 1.040 1.006 66.690 6.518 60.172
2072.508 2070.811 1.017 1.039 68.855 6.697 62.158
2070.905 2070.425 1.003 1.224 100.209 9.000 91.209
2070.811 2070.331 1.039 1.318 106.054 9.000 97.054
2071.027 2070.627 1.324 1.020 58.547 4.995 53.552
2070.905 2070.639 1.003 1.008 50.227 4.995 45.232
2098.291 2080.303 1.063 1.003 131.502 12.728 118.775
2080.303 2077.830 1.003 1.028 57.072 5.619 51.453
2083.720 2078.512 1.035 1.003 88.485 8.681 79.804
2078.509 2077.855 1.006 1.003 16.981 1.690 15.291
2076.255 2075.330 1.178 1.003 75.717 6.941 68.775
2077.830 2075.314 1.028 1.019 71.551 6.990 64.562
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 21
NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial
COEF. HARMON
46-47 73 0 73 19 3.800 1.500 1.500 6.840 2075.742
89-47 88 186 274 72 3.800 1.500 1.500 6.840 2076.433
48-47 92 0 92 24 3.800 1.500 1.500 6.840 2076.333
156-155 36 28 64 17 3.800 1.500 1.500 6.840 2078.900
155-158 56 64 119 31 3.800 1.500 1.500 6.840 2078.175
28-27 42 59 101 26 3.800 1.500 1.500 6.840 2075.051
158-27 52 119 171 45 3.800 1.500 1.500 6.840 2077.583
27-26 96 272 368 97 3.800 1.500 1.500 6.840 2074.649
155-154 94 64 157 41 3.800 1.500 1.500 6.840 2078.175
143-142 47 0 47 12 3.800 1.500 1.500 6.840 2091.509
142-141 96 47 143 38 3.800 1.500 1.500 6.840 2087.858
147-146 42 0 42 11 3.800 1.500 1.500 6.840 2111.922
152-151 76 0 76 20 3.800 1.500 1.500 6.840 2129.348
151-150 65 76 141 37 3.800 1.500 1.500 6.840 2122.793
150-146 76 141 217 57 3.800 1.500 1.500 6.840 2115.845
146-145 18 259 277 73 3.800 1.500 1.500 6.840 2106.049
145-144 97 277 374 98 3.800 1.500 1.500 6.840 2103.134
144-141 96 374 471 124 3.800 1.500 1.500 6.840 2089.998
141-140 101 614 715 188 3.800 1.500 1.500 6.840 2079.622
139-140 36 0 36 10 3.800 1.500 1.500 6.840 2080.075
140-153 85 752 837 220 3.800 1.500 1.500 6.840 2077.434
103-104 71 2376 2447 642 3.800 1.500 1.500 6.840 2078.223
104-105 12 2447 2459 645 3.800 1.500 1.500 6.840 2076.934
105-106 50 2459 2509 658 3.800 1.500 1.500 6.840 2076.703
108-107 124 2209 2333 612 3.800 1.500 1.500 6.840 2078.882
129-134 87 281 368 97 3.800 1.500 1.500 6.840 2085.954
127-134 93 541 634 166 3.800 1.500 1.500 6.840 2080.534
134-107 19 1001 1020 268 3.800 1.500 1.500 6.840 2078.820
107-106 101 3353 3454 906 3.800 1.500 1.500 6.840 2078.373
139-138 37 0 37 10 3.800 1.500 1.500 6.840 2080.075
138-106 52 37 89 23 3.800 1.500 1.500 6.840 2077.573
106-153 67 6053 6119 1606 3.658 2.230 1.500 9.789 2076.697
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 22
COTAS TERRENO(m)
Final
2075.362
2075.362
2075.362
2078.175
2077.583
2074.649
2074.649
2074.485
2076.165
2087.858
2079.622
2106.049
2122.793
2115.845
2106.049
2103.134
2089.998
2079.622
2077.434
2077.434
2076.177
2076.934
2076.703
2076.697
2078.373
2078.820
2078.820
2078.373
2076.697
2077.573
2076.697
2076.177
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 23
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. Manning
Comercial (cm)
5.192 5 11.023 20 8" 0.009 34.948 1.078 0.043 0.196
12.194 12 9.354 20 8" 0.009 54.141 1.670 0.028 0.126
10.606 10 9.679 20 8" 0.009 49.424 1.524 0.030 0.138
20.232 17 8.763 20 8" 0.009 64.441 1.987 0.023 0.106
10.595 11 9.508 20 8" 0.009 51.836 1.598 0.029 0.132
9.579 9 9.872 20 8" 0.009 46.888 1.446 0.032 0.146
56.348 56 7.007 20 8" 0.009 116.958 3.607 0.013 0.058
1.715 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
21.416 21 8.422 20 8" 0.009 71.622 2.209 0.021 0.096
77.660 78 6.585 20 8" 0.009 138.034 4.256 0.011 0.050
85.471 85 6.480 20 8" 0.009 144.094 4.443 0.010 0.047
141.243 141 5.893 20 8" 0.009 185.587 5.723 0.008 0.037
86.156 86 6.466 20 8" 0.009 144.939 4.469 0.010 0.047
106.207 106 6.217 20 8" 0.009 160.913 4.962 0.009 0.043
128.972 129 5.992 20 8" 0.009 177.514 5.474 0.008 0.039
161.702 162 5.742 20 8" 0.009 198.927 6.134 0.008 0.034
135.130 135 5.942 20 8" 0.009 181.595 5.600 0.008 0.038
107.579 108 6.195 20 8" 0.009 162.424 5.009 0.009 0.042
21.614 21 8.422 20 8" 0.009 71.622 2.209 0.021 0.096
72.506 73 6.668 20 8" 0.009 133.536 4.118 0.011 0.051
14.761 15 8.971 20 8" 0.009 60.532 1.867 0.025 0.113
18.200 18 8.669 20 8" 0.009 66.309 2.045 0.023 0.103
18.957 19 8.582 20 8" 0.009 68.126 2.101 0.022 0.100
0.114 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
4.095 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
82.220 82 6.524 20 8" 0.009 141.529 4.364 0.011 0.048
18.443 18 8.669 20 8" 0.009 66.309 2.045 0.023 0.103
23.877 24 8.214 20 8" 0.009 76.567 2.361 0.020 0.089
16.520 16 8.863 20 8" 0.009 62.517 1.928 0.024 0.109
68.183 68 6.757 20 8" 0.009 128.882 3.974 0.012 0.053
16.733 17 8.763 20 8" 0.009 64.441 1.987 0.023 0.106
7.801 5 12.609 20 8" 0.009 34.948 1.078 0.043 0.280
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 24
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
0.498 0.776 0.141 0.300 0.537 0.836 2.870 6.094 2074.828 2074.462
0.437 0.684 0.114 0.240 0.729 1.143 2.326 4.877 2075.516 2074.462
0.449 0.703 0.120 0.251 0.684 1.071 2.429 5.106 2075.377 2074.462
0.415 0.651 0.105 0.220 0.824 1.293 2.140 4.471 2077.884 2077.275
0.443 0.693 0.117 0.245 0.707 1.108 2.375 4.985 2077.275 2076.661
0.456 0.714 0.123 0.258 0.659 1.032 2.491 5.244 2074.127 2073.749
0.346 0.546 0.079 0.164 1.249 1.969 1.613 3.334 2076.661 2073.745
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2073.745 2073.362
0.402 0.631 0.100 0.209 0.887 1.393 2.035 4.242 2077.236 2075.265
0.329 0.520 0.073 0.151 1.402 2.212 1.491 3.076 2090.609 2086.942
0.325 0.513 0.072 0.148 1.444 2.280 1.461 3.013 2086.913 2078.722
0.301 0.476 0.064 0.131 1.722 2.723 1.297 2.667 2111.012 2105.149
0.324 0.512 0.072 0.148 1.450 2.289 1.457 3.005 2128.436 2121.893
0.314 0.497 0.068 0.141 1.560 2.464 1.387 2.857 2121.880 2114.945
0.305 0.482 0.065 0.134 1.670 2.639 1.325 2.724 2114.945 2105.147
0.295 0.466 0.062 0.127 1.808 2.859 1.256 2.579 2105.147 2102.226
0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 2102.221 2089.098
0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 2089.098 2078.681
0.402 0.631 0.100 0.209 0.887 1.393 2.035 4.242 2078.660 2076.534
0.333 0.525 0.075 0.154 1.370 2.161 1.515 3.126 2079.175 2076.516
0.422 0.663 0.109 0.227 0.788 1.237 2.205 4.612 2076.516 2075.238
0.411 0.645 0.104 0.217 0.840 1.319 2.111 4.407 2077.309 2076.034
0.408 0.640 0.103 0.214 0.856 1.345 2.084 4.349 2076.034 2075.802
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2075.802 2075.603
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2077.970 2077.473
0.327 0.516 0.073 0.150 1.426 2.252 1.474 3.039 2085.035 2077.920
0.411 0.645 0.104 0.217 0.840 1.319 2.111 4.407 2079.593 2077.920
0.394 0.619 0.097 0.202 0.929 1.461 1.971 4.104 2077.920 2077.471
0.418 0.656 0.107 0.223 0.806 1.265 2.171 4.539 2077.420 2075.797
0.336 0.530 0.076 0.157 1.336 2.108 1.540 3.181 2079.168 2076.673
0.415 0.651 0.105 0.220 0.824 1.293 2.140 4.471 2076.673 2075.783
0.498 0.858 0.141 0.362 0.537 0.924 2.870 7.355 2075.603 2075.269
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 25
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3) OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
2074.625 2074.259 1.017 1.003 55.455 5.489 49.966
2075.313 2074.259 1.020 1.003 66.648 6.588 60.061
2075.174 2074.259 1.059 1.003 70.778 6.866 63.913
2077.681 2077.072 1.119 1.003 28.506 2.687 25.820
2077.072 2076.457 1.003 1.026 42.510 4.190 38.320
2073.924 2073.546 1.028 1.003 31.958 3.147 28.810
2076.457 2073.542 1.026 1.008 39.705 3.905 35.800
2073.542 2073.158 1.008 1.227 80.258 7.184 73.074
2077.033 2075.062 1.042 1.003 71.985 7.039 64.946
2090.406 2086.739 1.003 1.019 35.653 3.526 32.127
2086.710 2078.519 1.049 1.003 74.147 7.228 66.919
2110.808 2104.946 1.013 1.003 31.441 3.118 28.323
2128.232 2121.690 1.015 1.003 57.576 5.706 51.871
2121.677 2114.742 1.017 1.003 49.553 4.906 44.647
2114.742 2104.944 1.003 1.005 57.211 5.697 51.514
2104.944 2102.023 1.005 1.011 13.631 1.352 12.279
2102.018 2088.895 1.016 1.003 73.597 7.290 66.307
2088.895 2078.478 1.003 1.044 74.040 7.234 66.806
2078.456 2076.330 1.065 1.003 78.535 7.593 70.942
2078.971 2076.312 1.003 1.021 27.652 2.732 24.920
2076.312 2075.035 1.021 1.042 65.873 6.387 59.486
2077.106 2075.831 1.017 1.003 53.649 5.310 48.339
2075.831 2075.599 1.003 1.004 9.198 0.917 8.281
2075.599 2075.400 1.004 1.197 41.113 3.736 37.377
2077.767 2077.270 1.015 1.003 94.035 9.319 84.716
2084.832 2077.717 1.022 1.003 65.906 6.508 59.398
2079.389 2077.717 1.044 1.003 71.356 6.970 64.386
2077.717 2077.267 1.003 1.005 14.104 1.404 12.700
2077.217 2075.594 1.056 1.003 78.331 7.608 70.723
2078.965 2076.470 1.010 1.003 27.697 2.752 24.945
2076.470 2075.580 1.003 1.017 39.663 3.926 35.737
2075.400 2075.066 1.197 1.010 55.231 5.003 50.228
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 26
NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial
COEF. HARMON
153-154 12 6956 6969 1828 3.616 2.540 1.500 11.019 2076.177
154-26 104 7126 7230 1897 3.604 2.635 1.500 11.393 2076.165
25-24 82 0 82 21 3.800 1.500 1.500 6.840 2100.558
24-23 54 82 136 36 3.800 1.500 1.500 6.840 2086.654
23-21 16 136 152 40 3.800 1.500 1.500 6.840 2077.590
22-21 89 0 89 23 3.800 1.500 1.500 6.840 2079.513
21-20 8 241 249 65 3.800 1.500 1.500 6.840 2076.828
20-26 242 249 491 129 3.800 1.500 1.500 6.840 2076.653
26-3 86 8089 8176 2145 3.562 2.979 1.500 12.735 2074.485
20-19 21 249 270 71 3.800 1.500 1.500 6.840 2076.653
147-148 64 0 64 17 3.800 1.500 1.500 6.840 2111.922
148-149 193 64 257 67 3.800 1.500 1.500 6.840 2111.790
149-15 25 257 282 74 3.800 1.500 1.500 6.840 2086.462
16-15 50 0 50 13 3.800 1.500 1.500 6.840 2084.181
15-18 51 333 384 101 3.800 1.500 1.500 6.840 2081.575
18-19 71 384 455 119 3.800 1.500 1.500 6.840 2078.388
19-6 113 724 837 220 3.800 1.500 1.500 6.840 2076.472
13-12 85 0 85 22 3.800 1.500 1.500 6.840 2067.773
12-11 48 85 133 35 3.800 1.500 1.500 6.840 2069.712
11-10 37 133 170 45 3.800 1.500 1.500 6.840 2070.531
10-9 32 170 202 53 3.800 1.500 1.500 6.840 2070.984
9-8 118 202 321 84 3.800 1.500 1.500 6.840 2071.886
8-7 51 321 372 98 3.800 1.500 1.500 6.840 2075.772
7-6 108 372 480 126 3.800 1.500 1.500 6.840 2075.261
164-162 43 0 43 11 3.800 1.500 1.500 6.840 2084.691
163-162 47 0 47 12 3.800 1.500 1.500 6.840 2084.204
162-161 44 90 134 35 3.800 1.500 1.500 6.840 2082.747
161-160 63 134 197 52 3.800 1.500 1.500 6.840 2082.676
160-159 51 197 247 65 3.800 1.500 1.500 6.840 2078.977
159-14 21 247 268 70 3.800 1.500 1.500 6.840 2076.154
15-14 54 333 387 101 3.800 1.500 1.500 6.840 2081.575
14-6 42 655 697 183 3.800 1.500 1.500 6.840 2075.779
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 27
COTAS TERRENO(m)
Final
2076.165
2074.485
2086.654
2077.590
2076.828
2076.828
2076.653
2074.485
2073.370
2076.472
2111.790
2086.462
2081.575
2081.575
2078.388
2076.472
2075.319
2069.712
2070.531
2070.984
2071.886
2075.772
2075.261
2075.319
2082.747
2082.747
2082.676
2078.977
2076.154
2075.779
2075.779
2075.319
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 28
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. Manning
Comercial (cm)
0.924 4 13.744 20 8" 0.009 31.258 0.964 0.048 0.353
16.142 15 10.862 20 8" 0.009 60.532 1.867 0.025 0.188
170.393 170 5.690 20 8" 0.009 203.780 6.284 0.007 0.034
166.901 167 5.709 20 8" 0.009 201.974 6.228 0.007 0.034
48.049 48 7.213 20 8" 0.009 108.282 3.339 0.014 0.063
30.061 30 7.877 20 8" 0.009 85.605 2.640 0.018 0.080
21.828 21 8.422 20 8" 0.009 71.622 2.209 0.021 0.096
8.952 9 9.872 20 8" 0.009 46.888 1.446 0.032 0.146
12.940 10 12.220 20 8" 0.009 49.424 1.524 0.030 0.258
8.837 9 9.872 20 8" 0.009 46.888 1.446 0.032 0.146
2.055 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
131.131 130 5.984 20 8" 0.009 178.201 5.495 0.008 0.038
193.903 194 5.551 20 8" 0.009 217.690 6.713 0.007 0.031
51.619 52 7.105 20 8" 0.009 112.704 3.475 0.013 0.061
62.560 62 6.875 20 8" 0.009 123.065 3.795 0.012 0.056
27.012 27 8.035 20 8" 0.009 81.212 2.504 0.018 0.084
10.226 10 9.679 20 8" 0.009 49.424 1.524 0.030 0.138
-22.757 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-17.204 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-12.153 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-27.888 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-32.820 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
10.009 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-0.538 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
45.383 45 7.301 20 8" 0.009 104.844 3.233 0.014 0.065
30.718 31 7.829 20 8" 0.009 87.020 2.683 0.017 0.079
1.596 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
58.945 57 6.984 20 8" 0.009 117.998 3.639 0.013 0.058
55.902 56 7.007 20 8" 0.009 116.958 3.607 0.013 0.058
17.905 18 8.669 20 8" 0.009 66.309 2.045 0.023 0.103
107.670 107 6.206 20 8" 0.009 161.670 4.985 0.009 0.042
10.895 11 9.508 20 8" 0.009 51.836 1.598 0.029 0.132
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 29
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
0.515 0.913 0.149 0.410 0.496 0.880 3.029 8.331 2075.238 2075.189
0.422 0.767 0.109 0.294 0.788 1.433 2.205 5.973 2075.146 2073.585
0.293 0.463 0.061 0.125 1.838 2.907 1.241 2.550 2099.626 2085.754
0.293 0.464 0.061 0.126 1.827 2.889 1.247 2.561 2085.754 2076.685
0.354 0.559 0.082 0.170 1.183 1.865 1.673 3.462 2076.685 2075.923
0.381 0.599 0.092 0.191 1.004 1.580 1.870 3.885 2078.607 2075.928
0.402 0.631 0.100 0.209 0.887 1.393 2.035 4.242 2075.921 2075.753
0.456 0.714 0.123 0.258 0.659 1.032 2.491 5.244 2075.753 2073.574
0.449 0.838 0.120 0.346 0.684 1.278 2.429 7.036 2073.332 2072.470
0.456 0.714 0.123 0.258 0.659 1.032 2.491 5.244 2075.753 2075.568
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2111.012 2110.755
0.305 0.482 0.065 0.134 1.674 2.647 1.322 2.719 2110.672 2085.562
0.287 0.454 0.059 0.122 1.925 3.045 1.203 2.470 2085.562 2080.673
0.350 0.552 0.081 0.167 1.217 1.918 1.641 3.395 2083.281 2080.656
0.341 0.538 0.077 0.160 1.294 2.041 1.574 3.253 2080.647 2077.488
0.387 0.608 0.094 0.196 0.968 1.523 1.917 3.987 2077.487 2075.572
0.449 0.703 0.120 0.251 0.684 1.071 2.429 5.106 2075.546 2074.419
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2066.873 2066.532
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2066.532 2066.342
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2066.342 2066.193
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2066.193 2066.064
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2066.064 2065.590
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2065.590 2065.386
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2065.386 2064.953
0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 2083.774 2081.847
0.379 0.596 0.091 0.190 1.016 1.599 1.855 3.853 2083.304 2081.833
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2081.833 2081.657
0.345 0.545 0.079 0.163 1.256 1.981 1.606 3.320 2081.654 2078.077
0.346 0.546 0.079 0.164 1.249 1.969 1.613 3.334 2078.077 2075.249
0.411 0.645 0.104 0.217 0.840 1.319 2.111 4.407 2075.249 2074.872
0.314 0.496 0.068 0.140 1.565 2.472 1.384 2.850 2080.639 2074.879
0.443 0.693 0.117 0.245 0.707 1.108 2.375 4.985 2074.872 2074.408
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 30
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3) OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
2075.035 2074.986 1.042 1.079 9.763 0.921 8.843
2074.943 2073.382 1.122 1.003 82.956 7.807 75.150
2099.423 2085.551 1.035 1.003 62.380 6.120 56.259
2085.551 2076.482 1.003 1.009 40.969 4.073 36.896
2076.482 2075.720 1.009 1.008 11.993 1.190 10.803
2078.404 2075.725 1.009 1.003 67.373 6.698 60.676
2075.718 2075.550 1.010 1.003 6.042 0.600 5.442
2075.550 2073.370 1.003 1.015 183.280 18.165 165.115
2073.128 2072.266 1.257 1.003 73.059 6.466 66.593
2075.550 2075.365 1.003 1.007 15.499 1.542 13.957
2110.808 2110.552 1.013 1.138 51.678 4.805 46.874
2110.468 2085.359 1.222 1.003 161.152 14.486 146.666
2085.359 2080.470 1.003 1.006 18.986 1.890 17.096
2083.078 2080.453 1.003 1.022 38.350 3.786 34.564
2080.444 2077.285 1.032 1.003 38.880 3.821 35.059
2077.284 2075.368 1.004 1.003 53.399 5.321 48.078
2075.343 2074.216 1.029 1.003 85.865 8.452 77.413
2066.670 2066.329 1.003 3.282 136.894 6.389 130.506
2066.329 2066.139 3.282 4.292 135.299 3.572 131.726
2066.139 2065.990 4.292 4.894 128.393 2.795 125.598
2065.990 2065.860 4.894 5.925 131.182 2.425 128.757
2065.860 2065.387 5.925 10.285 719.804 8.881 710.924
2065.387 2065.183 10.285 9.978 387.824 3.828 383.996
2065.183 2064.749 9.978 10.470 830.126 8.119 822.007
2083.571 2081.643 1.020 1.003 32.494 3.213 29.282
2083.101 2081.630 1.003 1.017 35.931 3.558 32.373
2081.630 2081.454 1.017 1.122 35.256 3.297 31.959
2081.451 2077.874 1.125 1.003 50.092 4.707 45.386
2077.874 2075.046 1.003 1.008 38.095 3.788 34.307
2075.046 2074.668 1.008 1.010 15.854 1.571 14.283
2080.436 2074.675 1.039 1.003 41.236 4.038 37.198
2074.668 2074.205 1.010 1.015 32.017 3.163 28.854
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 31
NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION GASTOS(lps) COTAS TERRENO(m)
Tramo Tributaria Total Qmed Qmin QMax Prev Inicial
COEF. HARMON
6-5 120 2015 2135 560 3.800 1.500 1.500 6.840 2075.319
5-4 120 2135 2254 592 3.800 1.500 1.500 6.840 2073.636
4-3 93 2254 2348 616 3.800 1.500 1.500 6.840 2073.638
166-165 131 0 131 34 3.800 1.500 1.500 6.840 2067.955
165-2 37 131 169 44 3.800 1.500 1.500 6.840 2069.162
3-2 124 10523 10647 2794 3.469 3.880 1.940 16.149 2073.370
2-1 81 10815 10896 2859 3.460 3.971 1.985 16.487 2070.039
128-135 0 490 490 129 3.800 1.500 1.500 6.840 2081.907
16-17 74 0 74 19 3.800 1.500 1.500 6.840 2084.181
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 32
COTAS TERRENO(m)
Final
2073.636
2073.638
2073.370
2069.162
2070.039
2070.039
2067.540
2081.893
2082.652
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 33
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. Manning
Comercial (cm)
14.031 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-0.016 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
2.879 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-9.185 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
-23.653 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
26.967 4 15.862 20 8" 0.009 31.258 0.964 0.062 0.517
30.857 4 15.986 20 8" 0.009 31.258 0.964 0.064 0.527
64.361 4 11.494 20 8" 0.009 31.258 0.964 0.048 0.219
20.732 21 8.422 20 8" 0.009 71.622 2.209 0.021 0.096
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 34
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
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2064.953 2064.473
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2064.473 2063.993
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2063.993 2063.621
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2067.055 2066.529
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2066.529 2066.381
0.556 1.008 0.169 0.510 0.536 0.972 3.432 10.359 2063.621 2063.127
0.559 1.013 0.171 0.516 0.539 0.977 3.471 10.487 2063.127 2062.803
0.515 0.801 0.149 0.318 0.496 0.772 3.029 6.457 2080.984 2080.983
0.402 0.631 0.100 0.209 0.887 1.393 2.035 4.242 2083.281 2081.732
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023
Página 35
COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3) OBSERVACIONES
Inicial Final Pozo Media Excavación Plantilla Relleno
2064.749 2064.270 10.470 9.266 888.047 8.999 879.047
2064.270 2063.790 9.266 9.748 854.953 8.993 845.960
2063.790 2063.417 9.748 9.852 684.351 6.983 677.368
2066.852 2066.326 1.003 2.737 184.370 9.860 174.510
2066.326 2066.177 2.737 3.762 90.321 2.780 87.541
2063.417 2062.923 9.852 7.016 781.188 9.263 771.926
2062.923 2062.600 7.016 4.841 360.060 6.074 353.986
2080.781 2080.780 1.027 1.013 0.177 0.017 0.159
2083.078 2081.529 1.003 1.023 56.062 5.534 50.529