35
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIO Proyecto: Autor: Fecha: 06/08/2022 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 COEF. HARMON GASTOS(lps) Tramo Tributaria Total Qmed Qmin QMax Prev 39-38 120 0 120 31 3.800 1.500 1.500 6.840 38-37 120 120 240 63 3.800 1.500 1.500 6.840 37-36 66 240 306 80 3.800 1.500 1.500 6.840 44-43 98 0 98 26 3.800 1.500 1.500 6.840 102-101 52 0 52 14 3.800 1.500 1.500 6.840 101-99 38 52 90 24 3.800 1.500 1.500 6.840 100-99 41 0 41 11 3.800 1.500 1.500 6.840 99-96 30 131 162 42 3.800 1.500 1.500 6.840 93-96 42 0 42 11 3.800 1.500 1.500 6.840 96-97 58 203 261 68 3.800 1.500 1.500 6.840 97-98 58 261 319 84 3.800 1.500 1.500 6.840 98-45 117 319 436 114 3.800 1.500 1.500 6.840 46-45 88 0 88 23 3.800 1.500 1.500 6.840 93-94 63 0 63 17 3.800 1.500 1.500 6.840 94-95 120 63 183 48 3.800 1.500 1.500 6.840 95-45 25 183 208 55 3.800 1.500 1.500 6.840 45-43 94 732 826 217 3.800 1.500 1.500 6.840 43-42 41 924 965 253 3.800 1.500 1.500 6.840 42-40 74 965 1039 273 3.800 1.500 1.500 6.840 41-40 68 0 68 18 3.800 1.500 1.500 6.840 40-36 129 1107 1236 324 3.800 1.500 1.500 6.840 47-57 85 0 85 22 3.800 1.500 1.500 6.840

Calculo Red de Agua Potable

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Page 1: Calculo Red de Agua Potable

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

Page 2: Calculo Red de Agua Potable

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

Page 3: Calculo Red de Agua Potable

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)

Page 4: Calculo Red de Agua Potable

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

Page 5: Calculo Red de Agua Potable

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

Page 6: Calculo Red de Agua Potable

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

Page 7: Calculo Red de Agua Potable

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

Page 8: Calculo Red de Agua Potable

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

Page 9: Calculo Red de Agua Potable

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

Page 10: Calculo Red de Agua Potable

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

Page 11: Calculo Red de Agua Potable

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

Page 12: Calculo Red de Agua Potable

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

Page 13: Calculo Red de Agua Potable

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

Page 14: Calculo Red de Agua Potable

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

Page 15: Calculo Red de Agua Potable

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

Page 16: Calculo Red de Agua Potable

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

Page 17: Calculo Red de Agua Potable

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

Page 18: Calculo Red de Agua Potable

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

Page 19: Calculo Red de Agua Potable

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

Page 20: Calculo Red de Agua Potable

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

Page 21: Calculo Red de Agua Potable

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

Page 22: Calculo Red de Agua Potable

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

Page 23: Calculo Red de Agua Potable

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

Page 24: Calculo Red de Agua Potable

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

Page 25: Calculo Red de Agua Potable

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

Page 26: Calculo Red de Agua Potable

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

Page 27: Calculo Red de Agua Potable

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

Page 28: Calculo Red de Agua Potable

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

Page 29: Calculo Red de Agua Potable

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

Page 30: Calculo Red de Agua Potable

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023

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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

Page 31: Calculo Red de Agua Potable

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023

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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

Page 32: Calculo Red de Agua Potable

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023

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COTAS TERRENO(m)

Final

2073.636

2073.638

2073.370

2069.162

2070.039

2070.039

2067.540

2081.893

2082.652

Page 33: Calculo Red de Agua Potable

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023

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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

Page 34: Calculo Red de Agua Potable

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023

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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

Page 35: Calculo Red de Agua Potable

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: Autor: Fecha: 04/21/2023

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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