Tabla de Calculo de Drenaje Sanitario

120
TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIO Proyecto: DRENAJE COL. AEROPUERTO Autor: RMB Página 1 HABITACIONAL Coef. Previsión = 1.20 POBLACION = 10000 Hab Coef. Harmon =2.95 DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m DOTACION = 200 l/Hab/Día APORTACION = 160 l/Hab/Día Qmin = 9.26 lps GASTO MINIMO = 9.26 lps Qmed = 18.52 lps GASTO MEDIO = 18.52 lps Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps NOMBRE DE LA CALLE TRAMO LONGITUD(m) POBLACION COEF. HARMON GASTOS(lps) COTAS TE Tramo Tributaria Total Qmed Qmin QMax Prev Inicial 60-59 88 0 88 29 3.800 1.500 1.500 6.840 79.883 59-58 47 88 135 44 3.800 1.500 1.500 6.840 79.269 58-54 52 135 188 61 3.800 1.500 1.500 6.840 78.707 54-53 104 188 292 95 3.800 1.500 1.500 6.840 78.522 58-61 104 135 239 78 3.800 1.500 1.500 6.840 78.707 62-61 45 0 45 15 3.800 1.500 1.500 6.840 78.597 61-53 52 284 336 110 3.800 1.500 1.500 6.840 78.407 53-52 102 628 730 238 3.800 1.500 1.500 6.840 77.744 61-63 102 284 386 126 3.800 1.500 1.500 6.840 78.407 64-63 46 0 46 15 3.800 1.500 1.500 6.840 78.045 63-52 52 432 484 158 3.800 1.500 1.500 6.840 77.161 54-49 52 188 239 78 3.800 1.500 1.500 6.840 78.522 49-50 104 239 344 112 3.800 1.500 1.500 6.840 78.339 53-50 52 628 680 222 3.800 1.500 1.500 6.840 77.744 50-51 101 1024 1125 367 3.800 1.500 1.500 6.840 76.702 52-51 53 1214 1267 413 3.800 1.500 1.500 6.840 76.393 51-78 53 2392 2445 797 3.800 1.500 1.500 6.840 75.610 49-80 52 239 292 95 3.800 1.500 1.500 6.840 78.339 80-79 104 292 396 129 3.800 1.500 1.500 6.840 77.605 50-79 53 1024 1077 351 3.800 1.500 1.500 6.840 76.702 79-78 101 1473 1574 513 3.800 1.500 1.500 6.840 75.649 80-83 52 292 343 112 3.800 1.500 1.500 6.840 77.605 83-84 104 343 448 146 3.800 1.500 1.500 6.840 76.827

Transcript of Tabla de Calculo de Drenaje Sanitario

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 1

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

60-59 88 0 88 29 3.800 1.500 1.500 6.840 79.883 79.269

59-58 47 88 135 44 3.800 1.500 1.500 6.840 79.269 78.707

58-54 52 135 188 61 3.800 1.500 1.500 6.840 78.707 78.522

54-53 104 188 292 95 3.800 1.500 1.500 6.840 78.522 77.744

58-61 104 135 239 78 3.800 1.500 1.500 6.840 78.707 78.407

62-61 45 0 45 15 3.800 1.500 1.500 6.840 78.597 78.407

61-53 52 284 336 110 3.800 1.500 1.500 6.840 78.407 77.744

53-52 102 628 730 238 3.800 1.500 1.500 6.840 77.744 76.393

61-63 102 284 386 126 3.800 1.500 1.500 6.840 78.407 77.161

64-63 46 0 46 15 3.800 1.500 1.500 6.840 78.045 77.161

63-52 52 432 484 158 3.800 1.500 1.500 6.840 77.161 76.393

54-49 52 188 239 78 3.800 1.500 1.500 6.840 78.522 78.339

49-50 104 239 344 112 3.800 1.500 1.500 6.840 78.339 76.702

53-50 52 628 680 222 3.800 1.500 1.500 6.840 77.744 76.702

50-51 101 1024 1125 367 3.800 1.500 1.500 6.840 76.702 75.610

52-51 53 1214 1267 413 3.800 1.500 1.500 6.840 76.393 75.610

51-78 53 2392 2445 797 3.800 1.500 1.500 6.840 75.610 74.820

49-80 52 239 292 95 3.800 1.500 1.500 6.840 78.339 77.605

80-79 104 292 396 129 3.800 1.500 1.500 6.840 77.605 75.649

50-79 53 1024 1077 351 3.800 1.500 1.500 6.840 76.702 75.649

79-78 101 1473 1574 513 3.800 1.500 1.500 6.840 75.649 74.820

80-83 52 292 343 112 3.800 1.500 1.500 6.840 77.605 76.827

83-84 104 343 448 146 3.800 1.500 1.500 6.840 76.827 74.646

79-84 50 1473 1523 496 3.800 1.500 1.500 6.840 75.649 74.646

COEF. HARMON

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 2

NOMBRE DE LA CALLE TRAMO

60-59

59-58

58-54

54-53

58-61

62-61

61-53

53-52

61-63

64-63

63-52

54-49

49-50

53-50

50-51

52-51

51-78

49-80

80-79

50-79

79-78

80-83

83-84

79-84

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

6.945 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055

11.949 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

3.546 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

7.473 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055

2.894 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

4.219 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

12.739 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040

13.313 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040

12.231 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

19.148 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

14.869 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

3.546 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

15.705 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036

19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033

10.792 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

14.869 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

14.869 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

14.035 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039

18.745 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033

8.212 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052

15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

20.867 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032

19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033

Coef. Rug. ManningComercial

(cm)

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 3

NOMBRE DE LA CALLE TRAMO

60-59

59-58

58-54

54-53

58-61

62-61

61-53

53-52

61-63

64-63

63-52

54-49

49-50

53-50

50-51

52-51

51-78

49-80

80-79

50-79

79-78

80-83

83-84

79-84

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 79.183 78.564

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 78.564 78.000

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.000 77.791

0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 77.773 77.044

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.000 77.584

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.887 77.707

0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 77.584 76.908

0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 76.908 75.589

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 77.584 76.362

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 77.338 76.461

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 76.362 75.587

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.773 77.566

0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 77.566 75.899

0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 76.908 75.866

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.866 74.752

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 75.587 74.797

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 74.752 73.956

0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 77.566 76.835

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 76.835 74.852

0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 75.866 74.812

0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 74.812 74.005

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 76.835 76.061

0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 76.061 73.867

0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 74.812 73.809

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 4

NOMBRE DE LA CALLE TRAMO

60-59

59-58

58-54

54-53

58-61

62-61

61-53

53-52

61-63

64-63

63-52

54-49

49-50

53-50

50-51

52-51

51-78

49-80

80-79

50-79

79-78

80-83

83-84

79-84

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

78.980 78.361 0.803 0.808 53.465 6.636 46.829

78.361 77.797 0.808 0.810 28.529 3.525 25.004

77.797 77.588 0.810 0.834 32.252 3.922 28.330

77.569 76.841 0.852 0.803 64.607 7.805 56.802

77.797 77.381 0.810 0.925 67.653 7.794 59.859

77.684 77.503 0.813 0.803 27.325 3.381 23.944

77.381 76.705 0.925 0.939 36.355 3.900 32.455

76.705 75.385 0.939 0.907 70.289 7.614 62.675

77.381 76.159 0.925 0.902 69.771 7.636 62.136

77.135 76.258 0.810 0.803 27.928 3.462 24.465

76.159 75.384 0.902 0.909 35.107 3.878 31.229

77.569 77.363 0.852 0.876 33.435 3.869 29.565

77.363 75.696 0.876 0.907 69.649 7.816 61.834

76.705 75.662 0.939 0.940 36.728 3.910 32.819

75.662 74.549 0.940 0.961 72.152 7.593 64.559

75.384 74.594 0.909 0.916 36.022 3.949 32.073

74.549 73.753 0.961 0.968 38.392 3.981 34.411

77.363 76.632 0.876 0.874 34.283 3.919 30.365

76.632 74.649 0.874 0.901 69.444 7.827 61.618

75.662 74.609 0.940 0.940 37.141 3.951 33.190

74.609 73.801 0.940 0.919 70.392 7.571 62.821

76.632 75.858 0.874 0.868 33.695 3.868 29.828

75.858 73.664 0.868 0.882 68.598 7.836 60.762

74.609 73.605 0.940 0.941 35.408 3.764 31.645

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 5

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

84-85 101 1971 2071 675 3.800 1.500 1.500 6.840 74.646 74.096

78-85 49 4019 4068 1325 3.718 2.454 1.500 10.948 74.820 74.096

84-87 53 1971 2023 659 3.800 1.500 1.500 6.840 74.646 73.594

89-88 91 0 91 30 3.800 1.500 1.500 6.840 79.090 76.036

83-88 52 343 396 129 3.800 1.500 1.500 6.840 76.827 76.036

88-87 105 486 591 193 3.800 1.500 1.500 6.840 76.036 73.594

87-86 101 2614 2715 884 3.800 1.638 1.500 7.469 73.594 73.311

85-86 53 6139 6192 2017 3.583 3.735 1.868 16.060 74.096 73.311

87-92 54 2614 2668 869 3.800 1.609 1.500 7.339 73.594 72.523

89-90 53 0 53 17 3.800 1.500 1.500 6.840 79.090 76.269

90-91 91 53 144 47 3.800 1.500 1.500 6.840 76.269 75.233

88-91 53 486 540 176 3.800 1.500 1.500 6.840 76.036 75.233

91-92 105 683 788 257 3.800 1.500 1.500 6.840 75.233 72.523

92-93 101 3456 3557 1159 3.758 2.146 1.500 9.676 72.523 72.509

86-93 54 8907 8961 2919 3.452 5.406 2.703 22.397 73.311 72.509

92-95 52 3456 3508 1143 3.762 2.116 1.500 9.553 72.523 71.492

90-97 49 53 101 33 3.800 1.500 1.500 6.840 76.269 73.664

97-96 92 101 193 63 3.800 1.500 1.500 6.840 73.664 74.478

91-96 50 683 733 239 3.800 1.500 1.500 6.840 75.233 74.478

96-95 105 926 1031 336 3.800 1.500 1.500 6.840 74.478 71.492

95-94 101 4539 4640 1511 3.677 2.799 1.500 12.351 71.492 71.722

93-94 53 12518 12571 4095 3.324 7.584 3.792 30.252 72.509 71.722

95-283 51 4539 4590 1495 3.681 2.769 1.500 12.231 71.492 70.468

96-282 53 926 980 319 3.800 1.500 1.500 6.840 74.478 71.734

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 6

NOMBRE DE LA CALLE TRAMO

84-85

78-85

84-87

89-88

83-88

88-87

87-86

85-86

87-92

89-90

90-91

88-91

91-92

92-93

86-93

92-95

90-97

97-96

91-96

96-95

95-94

93-94

95-283

96-282

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

5.455 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

14.828 15 7.088 20 8" 0.003 181.595 5.600 0.008 0.060

19.987 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033

33.613 34 5.096 20 8" 0.003 273.400 8.431 0.005 0.025

15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

23.337 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030

2.806 4 7.868 20 8" 0.003 93.775 2.892 0.016 0.080

14.828 15 8.183 20 8" 0.003 181.595 5.600 0.010 0.088

19.987 20 5.780 20 8" 0.003 209.688 6.466 0.007 0.035

53.572 54 4.673 20 8" 0.003 344.552 10.625 0.004 0.020

11.341 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

25.876 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029

0.135 4 8.670 20 8" 0.003 93.775 2.892 0.016 0.103

14.828 15 9.270 20 8" 0.003 181.595 5.600 0.015 0.123

19.987 20 6.381 20 8" 0.003 209.688 6.466 0.007 0.046

53.578 54 4.673 20 8" 0.003 344.552 10.625 0.004 0.020

-8.883 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

15.106 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

28.456 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028

-2.285 4 9.501 20 8" 0.003 93.775 2.892 0.016 0.132

14.828 15 10.376 20 8" 0.003 181.595 5.600 0.021 0.167

19.987 20 7.000 20 8" 0.003 209.688 6.466 0.007 0.058

51.354 51 4.723 20 8" 0.003 334.845 10.325 0.004 0.020

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 7

NOMBRE DE LA CALLE TRAMO

84-85

78-85

84-87

89-88

83-88

88-87

87-86

85-86

87-92

89-90

90-91

88-91

91-92

92-93

86-93

92-95

90-97

97-96

91-96

96-95

95-94

93-94

95-283

96-282

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 73.809 73.304

0.303 0.551 0.064 0.167 1.697 3.085 1.311 3.384 73.956 73.223

0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 73.809 72.756

0.268 0.424 0.053 0.109 2.255 3.571 1.081 2.215 78.390 75.301

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 76.061 75.276

0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 75.276 72.870

0.370 0.598 0.088 0.191 1.070 1.730 1.790 3.878 72.756 72.352

0.324 0.617 0.072 0.201 1.813 3.454 1.453 4.084 73.223 72.429

0.290 0.469 0.060 0.128 1.875 3.029 1.225 2.601 72.756 71.683

0.249 0.395 0.048 0.098 2.649 4.198 0.970 1.984 78.390 75.546

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.538 74.533

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 75.276 74.479

0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 74.479 71.755

0.370 0.645 0.088 0.217 1.070 1.866 1.790 4.408 71.683 71.280

0.362 0.680 0.085 0.237 2.028 3.806 1.730 4.819 72.352 71.541

0.290 0.507 0.060 0.145 1.875 3.278 1.225 2.954 71.683 70.652

0.249 0.395 0.048 0.098 2.649 4.198 0.970 1.984 75.538 72.912

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.912 72.545

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 74.479 73.730

0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 72.545 69.607

0.370 0.693 0.088 0.245 1.070 2.003 1.790 4.981 69.607 69.204

0.401 0.741 0.100 0.276 2.246 4.151 2.032 5.610 71.280 70.485

0.290 0.546 0.060 0.164 1.875 3.528 1.225 3.330 69.607 68.582

0.252 0.399 0.048 0.099 2.597 4.115 0.983 2.011 72.545 69.820

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 8

NOMBRE DE LA CALLE TRAMO

84-85

78-85

84-87

89-88

83-88

88-87

87-86

85-86

87-92

89-90

90-91

88-91

91-92

92-93

86-93

92-95

90-97

97-96

91-96

96-95

95-94

93-94

95-283

96-282

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

73.605 73.101 0.941 0.895 69.467 7.566 61.901

73.753 73.020 0.968 0.976 35.604 3.663 31.941

73.605 72.552 0.941 0.942 37.171 3.948 33.223

78.187 75.097 0.803 0.838 55.939 6.815 49.124

75.858 75.073 0.868 0.863 33.988 3.926 30.062

75.073 72.667 0.863 0.828 66.328 7.846 58.482

72.552 72.149 0.942 1.062 75.765 7.561 68.204

73.020 72.226 0.976 0.985 38.927 3.969 34.958

72.552 71.480 0.942 0.943 37.893 4.022 33.871

78.187 75.343 0.803 0.826 32.169 3.950 28.219

75.335 74.330 0.834 0.803 56.065 6.848 49.217

75.073 74.276 0.863 0.857 34.261 3.983 30.278

74.276 71.552 0.857 0.870 67.875 7.857 60.018

71.480 71.077 0.943 1.332 85.944 7.557 78.387

72.149 71.337 1.062 1.071 43.298 4.059 39.240

71.480 70.449 0.943 0.943 36.453 3.866 32.587

75.335 72.709 0.834 0.855 30.800 3.647 27.153

72.709 72.342 0.855 2.036 99.443 6.879 92.564

74.276 73.526 0.857 0.852 32.043 3.749 28.293

72.342 69.404 2.036 1.989 158.379 7.870 150.509

69.404 69.001 1.989 2.622 174.141 7.555 166.586

71.077 70.281 1.332 1.341 53.167 3.978 49.189

69.404 68.379 1.989 1.989 76.449 3.844 72.605

72.342 69.617 2.036 2.018 81.231 4.007 77.223

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 9

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

97-98 12 101 114 37 3.800 1.500 1.500 6.840 73.664 73.008

98-99 35 114 149 48 3.800 1.500 1.500 6.840 73.008 72.498

122-121 108 0 108 35 3.800 1.500 1.500 6.840 75.841 74.736

121-120 49 108 157 51 3.800 1.500 1.500 6.840 74.736 73.591

122-123 25 0 25 8 3.800 1.500 1.500 6.840 75.841 75.977

125-123 66 0 66 21 3.800 1.500 1.500 6.840 76.329 75.977

123-124 54 91 145 47 3.800 1.500 1.500 6.840 75.977 76.657

124-120 59 145 204 66 3.800 1.500 1.500 6.840 76.657 73.591

117-118 27 0 27 9 3.800 1.500 1.500 6.840 76.126 75.012

125-118 63 0 63 21 3.800 1.500 1.500 6.840 76.329 75.012

118-119 43 90 133 43 3.800 1.500 1.500 6.840 75.012 73.440

119-120 53 133 186 61 3.800 1.500 1.500 6.840 73.440 73.591

120-100 47 547 595 194 3.800 1.500 1.500 6.840 73.591 71.512

119-101 53 133 186 61 3.800 1.500 1.500 6.840 73.440 71.882

117-116 27 0 27 9 3.800 1.500 1.500 6.840 76.126 76.023

70-69 44 0 44 14 3.800 1.500 1.500 6.840 87.944 87.904

69-68 127 44 171 56 3.800 1.500 1.500 6.840 87.904 86.101

68-67 219 171 390 127 3.800 1.500 1.500 6.840 86.101 83.498

67-66 223 390 613 200 3.800 1.500 1.500 6.840 83.498 81.253

66-45 36 613 649 211 3.800 1.500 1.500 6.840 81.253 80.340

69-72 118 44 162 53 3.800 1.500 1.500 6.840 87.904 87.310

70-71 116 0 116 38 3.800 1.500 1.500 6.840 87.944 86.882

71-72 44 116 159 52 3.800 1.500 1.500 6.840 86.882 87.310

72-75 80 322 402 131 3.800 1.500 1.500 6.840 87.310 86.631

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 10

NOMBRE DE LA CALLE TRAMO

97-98

98-99

122-121

121-120

122-123

125-123

123-124

124-120

117-118

125-118

118-119

119-120

120-100

119-101

117-116

70-69

69-68

68-67

67-66

66-45

69-72

70-71

71-72

72-75

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

53.578 54 4.673 20 8" 0.003 344.552 10.625 0.004 0.020

14.564 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

10.225 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

23.371 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030

-5.365 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

5.365 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

-12.609 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

51.872 52 4.706 20 8" 0.003 338.112 10.426 0.004 0.020

41.752 42 4.899 20 8" 0.003 303.867 9.370 0.005 0.023

20.900 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032

36.369 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024

-2.842 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

44.051 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022

29.389 29 5.251 20 8" 0.003 252.498 7.786 0.006 0.027

3.763 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

0.907 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

14.206 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039

11.880 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

10.063 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

25.566 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029

5.018 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

9.190 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049

-9.765 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

8.499 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 11

NOMBRE DE LA CALLE TRAMO

97-98

98-99

122-121

121-120

122-123

125-123

123-124

124-120

117-118

125-118

118-119

119-120

120-100

119-101

117-116

70-69

69-68

68-67

67-66

66-45

69-72

70-71

71-72

72-75

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.249 0.395 0.048 0.098 2.649 4.198 0.970 1.984 72.912 72.251

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 72.251 71.726

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 75.117 74.036

0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 74.018 72.891

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.117 75.015

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 75.605 75.277

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.015 74.799

0.251 0.397 0.048 0.099 2.614 4.143 0.979 2.002 74.799 71.727

0.259 0.410 0.051 0.104 2.427 3.845 1.029 2.106 75.426 74.305

0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 75.605 74.281

0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 74.281 72.725

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.725 72.512

0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 71.727 69.650

0.274 0.434 0.055 0.113 2.134 3.378 1.123 2.301 72.719 71.182

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.426 75.317

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 87.244 87.068

0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 87.068 85.291

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 85.291 82.662

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 82.662 80.431

0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 80.431 79.502

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 87.068 86.476

0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 87.222 86.182

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 86.182 86.006

0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 86.006 85.367

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 12

NOMBRE DE LA CALLE TRAMO

97-98

98-99

122-121

121-120

122-123

125-123

123-124

124-120

117-118

125-118

118-119

119-120

120-100

119-101

117-116

70-69

69-68

68-67

67-66

66-45

69-72

70-71

71-72

72-75

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

72.709 72.048 0.855 0.860 7.867 0.918 6.950

72.048 71.523 0.860 0.875 22.797 2.627 20.169

74.913 73.833 0.827 0.803 66.081 8.105 57.976

73.815 72.688 0.821 0.803 29.836 3.673 26.163

74.913 74.812 0.827 1.065 18.021 1.904 16.117

75.402 75.074 0.827 0.803 40.126 4.922 35.203

74.812 74.596 1.065 1.961 61.162 4.043 57.119

74.596 71.523 1.961 1.968 87.060 4.432 82.628

75.223 74.102 0.803 0.810 16.143 2.002 14.141

75.402 74.078 0.827 0.833 39.264 4.729 34.535

74.078 72.522 0.833 0.818 26.760 3.242 23.519

72.522 72.308 0.818 1.183 40.067 4.006 36.062

71.523 69.447 1.968 1.966 69.627 3.540 66.087

72.516 70.979 0.824 0.803 32.339 3.975 28.363

75.223 75.114 0.803 0.810 16.446 2.039 14.407

87.040 86.865 0.803 0.939 28.653 3.290 25.364

86.865 85.088 0.939 0.913 88.113 9.518 78.595

85.088 82.459 0.913 0.939 152.140 16.433 135.707

82.459 80.228 0.939 0.925 155.914 16.731 139.183

80.228 79.299 0.925 0.940 24.993 2.680 22.313

86.865 86.273 0.939 0.937 83.231 8.876 74.355

87.018 85.978 0.825 0.803 70.563 8.667 61.896

85.978 85.803 0.803 1.407 36.351 3.290 33.062

85.803 85.164 1.407 1.367 83.140 5.994 77.146

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 13

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

71-77 92 116 207 68 3.800 1.500 1.500 6.840 86.882 86.223

77-76 44 207 251 82 3.800 1.500 1.500 6.840 86.223 86.192

76-75 9 251 260 85 3.800 1.500 1.500 6.840 86.192 86.631

75-74 131 662 793 258 3.800 1.500 1.500 6.840 86.631 81.313

72-73 129 322 451 147 3.800 1.500 1.500 6.840 87.310 83.169

68-73 122 171 293 95 3.800 1.500 1.500 6.840 86.101 83.169

73-74 72 744 815 266 3.800 1.500 1.500 6.840 83.169 81.313

74-42 64 1608 1672 545 3.800 1.500 1.500 6.840 81.313 79.994

307-42 51 0 51 17 3.800 1.500 1.500 6.840 82.652 79.994

42-43 56 1723 1779 579 3.800 1.500 1.500 6.840 79.994 83.043

43-44 59 1779 1838 599 3.800 1.500 1.500 6.840 83.043 80.929

44-45 109 1838 1947 634 3.800 1.500 1.500 6.840 80.929 80.340

45-46 15 2595 2610 850 3.800 1.574 1.500 7.180 80.340 79.854

46-34 36 2610 2646 862 3.800 1.596 1.500 7.279 79.854 79.166

34-33 90 2646 2736 891 3.800 1.651 1.500 7.528 79.166 76.726

33-116 62 2736 2798 912 3.800 1.688 1.500 7.698 76.726 76.023

116-115 54 2826 2880 938 3.800 1.737 1.500 7.922 76.023 74.883

115-102 50 2880 2930 954 3.800 1.768 1.500 8.060 74.883 72.368

102-101 54 2930 2984 972 3.800 1.800 1.500 8.208 72.368 71.882

101-100 56 3170 3226 1051 3.786 1.946 1.500 8.841 71.882 71.512

100-99 61 3820 3881 1264 3.732 2.341 1.500 10.485 71.512 72.498

99-285 45 4030 4074 1327 3.717 2.458 1.500 10.964 72.498 70.168

100-289 56 3820 3877 1263 3.732 2.339 1.500 10.475 71.512 69.683

101-290 69 3170 3239 1055 3.785 1.954 1.500 8.874 71.882 69.299

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 14

NOMBRE DE LA CALLE TRAMO

71-77

77-76

76-75

75-74

72-73

68-73

73-74

74-42

307-42

42-43

43-44

44-45

45-46

46-34

34-33

33-116

116-115

115-102

102-101

101-100

100-99

99-285

100-289

101-290

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

7.171 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055

0.716 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

-48.793 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

40.646 41 4.921 20 8" 0.003 300.227 9.258 0.005 0.023

32.043 32 5.155 20 8" 0.003 265.237 8.179 0.006 0.026

24.004 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030

25.895 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029

20.588 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032

52.353 52 4.706 20 8" 0.003 338.112 10.426 0.004 0.020

-54.719 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

35.853 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024

5.401 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

33.439 33 5.219 20 8" 0.003 269.349 8.306 0.006 0.027

18.995 19 5.818 20 8" 0.003 204.379 6.302 0.007 0.036

27.038 27 5.516 20 8" 0.003 243.635 7.513 0.006 0.031

11.327 11 6.583 20 8" 0.003 155.509 4.795 0.010 0.050

20.993 21 5.894 20 8" 0.003 214.866 6.626 0.007 0.037

50.251 50 5.042 20 8" 0.003 331.546 10.224 0.005 0.024

9.052 9 7.002 20 8" 0.003 140.663 4.338 0.011 0.058

6.581 7 7.547 20 8" 0.003 124.053 3.825 0.012 0.071

-16.286 4 8.935 20 8" 0.003 93.775 2.892 0.016 0.112

52.180 52 5.617 20 8" 0.003 338.112 10.426 0.004 0.032

32.417 32 6.048 20 8" 0.003 265.237 8.179 0.006 0.039

37.388 37 5.531 20 8" 0.003 285.206 8.795 0.005 0.031

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 15

NOMBRE DE LA CALLE TRAMO

71-77

77-76

76-75

75-74

72-73

68-73

73-74

74-42

307-42

42-43

43-44

44-45

45-46

46-34

34-33

33-116

116-115

115-102

102-101

101-100

100-99

99-285

100-289

101-290

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 86.166 85.523

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 85.523 85.348

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 85.348 85.312

0.260 0.412 0.051 0.104 2.407 3.813 1.035 2.118 85.312 79.948

0.270 0.427 0.054 0.111 2.208 3.496 1.097 2.247 86.006 81.870

0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 85.291 82.360

0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 81.870 80.008

0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 79.948 78.602

0.251 0.397 0.048 0.099 2.614 4.143 0.979 2.002 81.934 79.294

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.602 78.379

0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 78.379 76.256

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 76.256 75.711

0.269 0.432 0.054 0.112 2.232 3.586 1.089 2.283 75.711 75.231

0.292 0.471 0.061 0.129 1.842 2.968 1.240 2.623 75.231 74.543

0.277 0.451 0.056 0.121 2.082 3.391 1.141 2.450 74.543 72.107

0.318 0.520 0.069 0.151 1.523 2.492 1.410 3.075 72.107 71.424

0.288 0.476 0.060 0.131 1.907 3.153 1.211 2.667 71.424 70.284

0.252 0.420 0.049 0.108 2.579 4.294 0.988 2.185 70.284 67.781

0.327 0.546 0.073 0.164 1.420 2.367 1.478 3.331 67.781 67.298

0.340 0.579 0.077 0.181 1.301 2.214 1.568 3.672 67.298 66.904

0.370 0.661 0.088 0.226 1.070 1.910 1.790 4.588 66.904 66.662

0.251 0.458 0.048 0.123 2.614 4.774 0.979 2.508 66.662 64.340

0.270 0.486 0.054 0.136 2.208 3.973 1.097 2.757 66.904 65.098

0.264 0.452 0.052 0.121 2.323 3.978 1.060 2.459 67.298 64.742

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 16

NOMBRE DE LA CALLE TRAMO

71-77

77-76

76-75

75-74

72-73

68-73

73-74

74-42

307-42

42-43

43-44

44-45

45-46

46-34

34-33

33-116

116-115

115-102

102-101

101-100

100-99

99-285

100-289

101-290

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

85.963 85.320 0.819 0.803 55.866 6.888 48.978

85.320 85.145 0.803 0.947 28.755 3.286 25.469

85.145 85.109 0.947 1.422 7.993 0.675 7.318

85.109 79.745 1.422 1.468 141.804 9.812 131.992

85.803 81.667 1.407 1.401 136.104 9.693 126.411

85.088 82.156 0.913 0.912 83.602 9.162 74.440

81.667 79.804 1.401 1.409 75.509 5.374 70.135

79.745 78.399 1.468 1.495 71.231 4.808 66.424

81.731 79.090 0.821 0.803 30.931 3.808 27.123

78.399 78.176 1.495 4.767 130.877 4.180 126.697

78.176 76.053 4.767 4.776 211.026 4.422 206.604

76.053 75.507 4.776 4.732 389.085 8.184 380.901

75.507 75.028 4.732 4.726 51.491 1.089 50.402

75.028 74.340 4.726 4.726 128.363 2.716 125.647

74.340 71.903 4.726 4.723 319.795 6.769 313.026

71.903 71.221 4.723 4.702 219.231 4.652 214.579

71.221 70.080 4.702 4.703 191.584 4.074 187.510

70.080 67.578 4.703 4.690 176.298 3.754 172.544

67.578 67.095 4.690 4.687 188.831 4.027 184.804

67.095 66.701 4.687 4.711 197.989 4.213 193.776

66.701 66.459 4.711 5.939 241.714 4.539 237.175

66.459 64.137 5.939 5.931 198.779 3.349 195.429

66.701 64.895 4.711 4.687 198.917 4.233 194.684

67.095 64.539 4.687 4.661 242.159 5.181 236.978

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 17

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

102-291 78 2930 3008 980 3.800 1.815 1.500 8.274 72.368 68.790

102-103 66 2930 2996 976 3.800 1.807 1.500 8.241 72.368 71.471

39-27 74 0 74 24 3.800 1.500 1.500 6.840 81.094 80.263

27-28 69 74 143 47 3.800 1.500 1.500 6.840 80.263 79.810

28-29 46 143 189 62 3.800 1.500 1.500 6.840 79.810 76.900

33-32 80 2736 2817 918 3.800 1.699 1.500 7.748 76.726 75.729

44-35 48 1838 1885 614 3.800 1.500 1.500 6.840 80.929 79.080

42-41 49 1723 1771 577 3.800 1.500 1.500 6.840 79.994 79.143

41-35 117 1771 1889 615 3.800 1.500 1.500 6.840 79.143 79.080

34-35 99 2646 2745 894 3.800 1.656 1.500 7.553 79.166 79.080

35-36 63 6519 6583 2144 3.562 3.971 1.986 16.975 79.080 76.732

36-32 22 6583 6605 2152 3.561 3.985 1.992 17.026 76.732 75.729

32-31 25 9422 9446 3077 3.433 5.699 2.849 23.476 75.729 74.924

31-30 135 9446 9581 3121 3.428 5.780 2.890 23.775 74.924 76.934

36-37 143 6583 6726 2191 3.555 4.057 2.029 17.307 76.732 79.436

38-37 30 0 30 10 3.800 1.500 1.500 6.840 79.442 79.436

39-37 98 0 98 32 3.800 1.500 1.500 6.840 81.094 79.436

37-30 72 6853 6925 2256 3.545 4.178 2.089 17.771 79.436 76.934

30-29 1 16506 16507 5378 3.216 9.959 4.979 38.427 76.934 76.900

29-128 52 16697 16749 5456 3.210 10.104 5.052 38.916 76.900 74.436

130-129 25 0 25 8 3.800 1.500 1.500 6.840 77.712 77.368

129-128 49 25 73 24 3.800 1.500 1.500 6.840 77.368 74.436

128-127 85 16822 16906 5508 3.206 10.199 5.100 39.237 74.436 72.884

116-126 55 2826 2881 939 3.800 1.738 1.500 7.925 76.023 73.255

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 18

NOMBRE DE LA CALLE TRAMO

102-291

102-103

39-27

27-28

28-29

33-32

44-35

42-41

41-35

34-35

35-36

36-32

32-31

31-30

36-37

38-37

39-37

37-30

30-29

29-128

130-129

129-128

128-127

116-126

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

45.927 46 5.172 20 8" 0.003 318.008 9.806 0.005 0.026

13.672 14 6.454 20 8" 0.003 175.438 5.410 0.009 0.047

11.197 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

6.592 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055

62.696 63 4.540 20 8" 0.003 372.159 11.476 0.004 0.018

12.415 12 6.492 20 8" 0.003 162.424 5.009 0.009 0.048

38.788 39 4.967 20 8" 0.003 292.813 9.029 0.005 0.023

17.545 18 5.742 20 8" 0.003 198.927 6.134 0.008 0.034

0.534 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

0.869 4 7.901 20 8" 0.003 93.775 2.892 0.016 0.081

36.980 37 7.054 20 8" 0.003 285.206 8.795 0.007 0.060

45.242 45 6.807 20 8" 0.003 314.532 9.699 0.006 0.054

32.614 33 8.138 20 8" 0.003 269.349 8.306 0.011 0.087

-14.930 4 12.146 20 8" 0.003 93.775 2.892 0.031 0.254

-18.912 4 10.783 20 8" 0.003 93.775 2.892 0.022 0.185

0.207 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

16.981 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035

34.737 35 7.251 20 8" 0.003 277.391 8.554 0.008 0.064

35.111 35 9.683 20 8" 0.003 277.391 8.554 0.018 0.139

47.572 48 9.169 20 8" 0.003 324.847 10.017 0.016 0.120

14.007 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039

60.316 60 4.582 20 8" 0.003 363.190 11.199 0.004 0.019

18.307 18 11.055 20 8" 0.003 198.927 6.134 0.026 0.197

49.960 50 5.010 20 8" 0.003 331.546 10.224 0.005 0.024

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 19

NOMBRE DE LA CALLE TRAMO

102-291

102-103

39-27

27-28

28-29

33-32

44-35

42-41

41-35

34-35

35-36

36-32

32-31

31-30

36-37

38-37

39-37

37-30

30-29

29-128

130-129

129-128

128-127

116-126

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.255 0.429 0.050 0.111 2.505 4.203 1.008 2.257 67.781 64.198

0.306 0.512 0.066 0.148 1.656 2.767 1.332 2.998 67.781 66.863

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 80.380 79.563

0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 79.563 79.082

0.244 0.386 0.046 0.094 2.795 4.430 0.936 1.912 79.082 76.157

0.313 0.514 0.068 0.149 1.570 2.574 1.381 3.020 72.107 71.143

0.262 0.415 0.052 0.105 2.366 3.747 1.047 2.144 76.256 74.397

0.295 0.466 0.062 0.127 1.808 2.859 1.256 2.579 78.602 77.729

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.729 77.260

0.370 0.600 0.088 0.192 1.070 1.735 1.790 3.900 74.543 74.146

0.288 0.549 0.060 0.165 2.530 4.827 1.209 3.363 74.146 71.797

0.279 0.534 0.057 0.158 2.711 5.175 1.157 3.211 71.797 70.799

0.327 0.614 0.072 0.200 2.713 5.101 1.473 4.055 70.799 69.984

0.451 0.834 0.120 0.343 1.304 2.413 2.447 6.976 69.984 69.445

0.405 0.763 0.102 0.291 1.173 2.207 2.067 5.913 71.797 71.225

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.742 78.622

0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 80.380 78.719

0.295 0.561 0.062 0.172 2.520 4.798 1.255 3.486 71.225 68.705

0.383 0.703 0.093 0.251 3.278 6.013 1.891 5.109 68.705 68.670

0.367 0.674 0.087 0.234 3.677 6.751 1.767 4.749 68.670 66.184

0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 77.012 76.668

0.245 0.389 0.047 0.095 2.748 4.355 0.947 1.935 76.653 73.736

0.427 0.778 0.110 0.301 2.618 4.771 2.241 6.119 66.184 64.658

0.252 0.418 0.049 0.107 2.579 4.272 0.988 2.167 71.424 68.654

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 20

NOMBRE DE LA CALLE TRAMO

102-291

102-103

39-27

27-28

28-29

33-32

44-35

42-41

41-35

34-35

35-36

36-32

32-31

31-30

36-37

38-37

39-37

37-30

30-29

29-128

130-129

129-128

128-127

116-126

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

67.578 63.994 4.690 4.696 274.196 5.843 268.354

67.578 66.660 4.690 4.712 231.233 4.919 226.315

80.176 79.360 0.818 0.803 45.131 5.568 39.563

79.360 78.879 0.803 0.831 42.104 5.152 36.952

78.879 75.954 0.831 0.845 29.186 3.482 25.704

71.903 70.940 4.723 4.689 283.377 6.022 277.355

76.053 74.194 4.776 4.786 170.935 3.575 167.360

78.399 77.526 1.495 1.517 54.781 3.638 51.143

77.526 77.057 1.517 1.923 151.112 8.786 142.326

74.340 73.943 4.726 5.037 363.767 7.452 356.315

73.943 71.594 5.037 5.038 239.905 4.762 235.143

71.594 70.596 5.038 5.033 83.712 1.662 82.050

70.596 69.781 5.033 5.043 93.344 1.853 91.491

69.781 69.242 5.043 7.592 638.129 10.101 628.028

71.594 71.022 5.038 8.314 715.829 10.722 705.107

78.539 78.419 0.803 0.917 19.349 2.250 17.099

80.176 78.516 0.818 0.820 59.971 7.325 52.646

71.022 68.501 8.314 8.333 449.511 5.401 444.111

68.501 68.467 8.333 8.333 6.179 0.074 6.104

68.467 65.981 8.333 8.355 324.123 3.885 320.239

76.809 76.465 0.803 0.803 14.775 1.839 12.936

76.450 73.532 0.819 0.803 29.572 3.647 25.925

65.981 64.455 8.355 8.329 530.327 6.357 523.970

71.221 68.450 4.702 4.705 195.483 4.156 191.327

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 21

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

31-126 51 9446 9497 3094 3.431 5.730 2.865 23.590 74.924 73.255

126-127 47 12378 12426 4048 3.329 7.496 3.748 29.943 73.255 72.884

127-114 50 29332 29382 9572 2.974 17.726 8.863 63.250 72.884 72.717

129-112 50 25 74 24 3.800 1.500 1.500 6.840 77.368 73.542

27-131 79 74 153 50 3.800 1.500 1.500 6.840 80.263 75.465

130-131 55 0 55 18 3.800 1.500 1.500 6.840 77.712 75.465

131-132 80 209 289 94 3.800 1.500 1.500 6.840 75.465 73.072

27-26 28 74 102 33 3.800 1.500 1.500 6.840 80.263 79.840

26-305 40 102 142 46 3.800 1.500 1.500 6.840 79.840 77.728

305-304 58 142 199 65 3.800 1.500 1.500 6.840 77.728 76.151

26-25 77 102 179 58 3.800 1.500 1.500 6.840 79.840 81.597

25-304 63 179 242 79 3.800 1.500 1.500 6.840 81.597 76.151

304-303 84 442 526 171 3.800 1.500 1.500 6.840 76.151 72.773

22-302 135 0 135 44 3.800 1.500 1.500 6.840 78.722 73.273

302-301 52 135 187 61 3.800 1.500 1.500 6.840 73.273 73.794

308-8 91 0 91 30 3.800 1.500 1.500 6.840 83.691 82.868

5-4 50 0 50 16 3.800 1.500 1.500 6.840 89.521 89.363

4-3 37 50 87 28 3.800 1.500 1.500 6.840 89.363 89.930

3-6 63 87 150 49 3.800 1.500 1.500 6.840 89.930 89.725

6-7 299 150 449 146 3.800 1.500 1.500 6.840 89.725 88.731

7-8 303 449 752 245 3.800 1.500 1.500 6.840 88.731 82.868

8-9 55 843 897 292 3.800 1.500 1.500 6.840 82.868 80.308

11-10 65 0 65 21 3.800 1.500 1.500 6.840 83.277 81.279

6-17 113 150 263 86 3.800 1.500 1.500 6.840 89.725 87.326

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 22

NOMBRE DE LA CALLE TRAMO

31-126

126-127

127-114

129-112

27-131

130-131

131-132

27-26

26-305

305-304

26-25

25-304

304-303

22-302

302-301

308-8

5-4

4-3

3-6

6-7

7-8

8-9

11-10

6-17

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

32.615 33 8.153 20 8" 0.003 269.349 8.306 0.011 0.088

7.861 8 11.629 20 8" 0.003 132.618 4.089 0.028 0.226

3.319 4 17.530 20 8" 0.003 93.775 2.892 0.095 0.674

76.617 77 4.372 20 8" 0.003 411.437 12.687 0.004 0.017

60.647 61 4.567 20 8" 0.003 366.204 11.292 0.004 0.019

40.482 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023

29.982 30 5.218 20 8" 0.003 256.814 7.919 0.006 0.027

15.080 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

53.342 53 4.689 20 8" 0.003 341.347 10.526 0.004 0.020

27.409 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028

-22.843 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

86.571 87 4.273 20 8" 0.003 437.339 13.486 0.003 0.016

39.999 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023

40.281 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023

-10.036 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

9.076 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049

3.169 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

-15.400 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

3.239 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

3.324 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

19.346 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

46.834 47 4.796 20 8" 0.003 321.446 9.912 0.005 0.021

30.538 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026

21.278 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 23

NOMBRE DE LA CALLE TRAMO

31-126

126-127

127-114

129-112

27-131

130-131

131-132

27-26

26-305

305-304

26-25

25-304

304-303

22-302

302-301

308-8

5-4

4-3

3-6

6-7

7-8

8-9

11-10

6-17

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.327 0.615 0.073 0.200 2.717 5.109 1.476 4.064 69.984 68.296

0.439 0.808 0.116 0.323 1.797 3.304 2.348 6.564 68.296 67.918

0.629 1.073 0.208 0.602 1.819 3.104 4.220 12.223 64.658 64.457

0.236 0.375 0.044 0.090 2.997 4.751 0.893 1.824 76.653 72.808

0.245 0.388 0.046 0.095 2.764 4.380 0.943 1.927 79.563 74.737

0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 76.985 74.765

0.273 0.432 0.055 0.112 2.159 3.418 1.114 2.282 74.737 72.343

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 79.561 79.140

0.250 0.396 0.048 0.098 2.632 4.171 0.975 1.993 79.126 77.028

0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 77.005 75.451

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 79.126 78.818

0.232 0.368 0.043 0.087 3.126 4.958 0.868 1.772 78.818 73.345

0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 73.345 69.968

0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 77.984 72.573

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.573 72.365

0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 82.984 82.168

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.821 88.621

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.621 88.474

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.474 88.221

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.221 87.025

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 87.025 81.266

0.255 0.403 0.049 0.101 2.524 3.999 1.002 2.050 81.266 78.697

0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 82.577 80.549

0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 88.221 85.853

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 24

NOMBRE DE LA CALLE TRAMO

31-126

126-127

127-114

129-112

27-131

130-131

131-132

27-26

26-305

305-304

26-25

25-304

304-303

22-302

302-301

308-8

5-4

4-3

3-6

6-7

7-8

8-9

11-10

6-17

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

69.781 68.093 5.043 5.062 193.861 3.837 190.024

68.093 67.715 5.062 5.069 179.358 3.541 175.817

64.455 64.254 8.329 8.363 314.092 3.763 310.329

76.450 72.604 0.819 0.838 31.019 3.746 27.274

79.360 74.534 0.803 0.831 48.480 5.933 42.547

76.782 74.562 0.830 0.803 33.988 4.162 29.826

74.534 72.139 0.831 0.833 49.805 5.987 43.817

79.357 78.936 0.805 0.803 16.929 2.105 14.824

78.923 76.825 0.817 0.803 24.047 2.969 21.078

76.801 75.248 0.827 0.803 35.170 4.316 30.854

78.923 78.615 0.817 2.882 106.712 5.770 100.942

78.615 73.142 2.882 2.909 136.614 4.718 131.895

73.142 69.764 2.909 2.909 184.231 6.333 177.898

77.781 72.369 0.841 0.803 83.424 10.146 73.278

72.369 72.162 0.803 1.532 45.451 3.893 41.558

82.781 81.965 0.810 0.803 54.835 6.798 48.037

88.618 88.418 0.803 0.845 30.812 3.740 27.072

88.418 88.271 0.845 1.559 33.212 2.763 30.449

88.271 88.017 1.559 1.608 75.290 4.755 70.535

88.017 86.821 1.608 1.810 383.097 22.422 360.675

86.821 81.063 1.810 1.705 399.418 22.730 376.688

81.063 78.494 1.705 1.714 70.081 4.100 65.981

82.374 80.346 0.803 0.833 40.149 4.906 35.243

88.017 85.650 1.608 1.576 134.604 8.456 126.148

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 25

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

18-17 78 0 78 25 3.800 1.500 1.500 6.840 85.802 87.326

17-16 130 341 471 153 3.800 1.500 1.500 6.840 87.326 88.751

3-2 121 87 207 68 3.800 1.500 1.500 6.840 89.930 90.311

1-2 81 0 81 26 3.800 1.500 1.500 6.840 90.651 90.311

2-16 96 288 384 125 3.800 1.500 1.500 6.840 90.311 88.751

16-15 43 855 898 292 3.800 1.500 1.500 6.840 88.751 87.710

1-19 116 0 116 38 3.800 1.500 1.500 6.840 90.651 89.001

19-15 68 116 184 60 3.800 1.500 1.500 6.840 89.001 87.710

15-14 69 1082 1150 375 3.800 1.500 1.500 6.840 87.710 84.340

14-13 65 1150 1216 396 3.800 1.500 1.500 6.840 84.340 82.202

13-12 34 1216 1250 407 3.800 1.500 1.500 6.840 82.202 81.340

12-10 56 1250 1305 425 3.800 1.500 1.500 6.840 81.340 81.279

10-9 242 1371 1613 525 3.800 1.500 1.500 6.840 81.279 80.308

9-24 90 2510 2600 847 3.800 1.568 1.500 7.151 80.308 77.460

25-24 82 179 261 85 3.800 1.500 1.500 6.840 81.597 77.460

24-23 15 2861 2876 937 3.800 1.735 1.500 7.911 77.460 76.341

22-23 190 0 190 62 3.800 1.500 1.500 6.840 78.722 76.341

23-301 56 3066 3122 1017 3.795 1.883 1.500 8.577 76.341 73.794

301-300 64 3309 3373 1099 3.773 2.035 1.500 9.213 73.794 70.859

298-297 32 0 32 11 3.800 1.500 1.500 6.840 71.468 70.659

22-21 47 0 47 15 3.800 1.500 1.500 6.840 78.722 78.710

12-20 34 1250 1283 418 3.800 1.500 1.500 6.840 81.340 80.478

20-21 65 1283 1348 439 3.800 1.500 1.500 6.840 80.478 78.710

21-299 133 1395 1528 498 3.800 1.500 1.500 6.840 78.710 72.240

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 26

NOMBRE DE LA CALLE TRAMO

18-17

17-16

3-2

1-2

2-16

16-15

1-19

19-15

15-14

14-13

13-12

12-10

10-9

9-24

25-24

24-23

22-23

23-301

301-300

298-297

22-21

12-20

20-21

21-299

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

-19.544 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

-10.973 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

-3.156 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

4.201 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

16.327 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036

24.238 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030

14.171 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039

19.085 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

48.998 49 4.759 20 8" 0.003 328.214 10.121 0.005 0.021

32.781 33 5.125 20 8" 0.003 269.349 8.306 0.006 0.025

25.401 25 5.399 20 8" 0.003 234.438 7.229 0.006 0.029

1.089 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

4.018 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

31.786 32 5.242 20 8" 0.003 265.237 8.179 0.006 0.027

50.459 50 4.741 20 8" 0.003 331.546 10.224 0.005 0.021

74.922 75 4.640 20 8" 0.003 406.059 12.521 0.004 0.019

12.517 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040

45.747 46 5.242 20 8" 0.003 318.008 9.806 0.005 0.027

46.002 46 5.385 20 8" 0.003 318.008 9.806 0.005 0.029

24.943 25 5.399 20 8" 0.003 234.438 7.229 0.006 0.029

0.258 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

25.401 25 5.399 20 8" 0.003 234.438 7.229 0.006 0.029

27.209 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028

48.634 49 4.759 20 8" 0.003 328.214 10.121 0.005 0.021

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 27

NOMBRE DE LA CALLE TRAMO

18-17

17-16

3-2

1-2

2-16

16-15

1-19

19-15

15-14

14-13

13-12

12-10

10-9

9-24

25-24

24-23

22-23

23-301

301-300

298-297

22-21

12-20

20-21

21-299

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 85.102 84.790

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 84.790 84.270

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 88.474 87.991

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 89.935 89.611

0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 87.991 86.463

0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 84.270 83.240

0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 89.931 88.301

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 88.295 87.010

0.253 0.401 0.049 0.100 2.561 4.058 0.993 2.030 83.240 79.869

0.269 0.426 0.054 0.110 2.232 3.534 1.089 2.231 79.869 77.717

0.280 0.444 0.057 0.117 2.027 3.207 1.162 2.384 77.717 76.869

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.869 76.645

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.645 75.678

0.270 0.433 0.054 0.113 2.208 3.544 1.097 2.296 75.678 72.811

0.252 0.400 0.049 0.099 2.579 4.087 0.988 2.020 78.818 74.719

0.237 0.393 0.044 0.097 2.969 4.919 0.899 1.966 72.811 71.692

0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 77.984 75.512

0.255 0.433 0.050 0.113 2.505 4.249 1.008 2.296 71.692 69.130

0.255 0.443 0.050 0.117 2.505 4.341 1.008 2.376 69.130 66.195

0.280 0.444 0.057 0.117 2.027 3.207 1.162 2.384 70.768 69.957

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.984 77.796

0.280 0.444 0.057 0.117 2.027 3.207 1.162 2.384 76.869 76.021

0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 76.021 74.266

0.253 0.401 0.049 0.100 2.561 4.058 0.993 2.030 74.266 67.747

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 28

NOMBRE DE LA CALLE TRAMO

18-17

17-16

3-2

1-2

2-16

16-15

1-19

19-15

15-14

14-13

13-12

12-10

10-9

9-24

25-24

24-23

22-23

23-301

301-300

298-297

22-21

12-20

20-21

21-299

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

84.898 84.586 0.803 2.640 100.701 5.850 94.851

84.586 84.067 2.640 4.584 351.783 9.740 342.043

88.271 87.788 1.559 2.423 180.169 9.049 171.120

89.732 89.408 0.819 0.803 49.282 6.074 43.207

87.788 86.259 2.423 2.391 172.506 7.167 165.339

84.067 83.036 4.584 4.574 147.461 3.220 144.241

89.728 88.098 0.823 0.803 71.012 8.733 62.279

88.092 86.807 0.809 0.803 40.895 5.073 35.822

83.036 79.666 4.574 4.574 235.960 5.159 230.801

79.666 77.514 4.574 4.588 224.080 4.891 219.188

77.514 76.666 4.588 4.575 116.566 2.544 114.022

76.666 76.442 4.575 4.737 194.912 4.186 190.725

76.442 75.475 4.737 4.733 858.688 18.135 840.553

75.475 72.608 4.733 4.752 318.677 6.720 311.957

78.615 74.516 2.882 2.844 176.065 6.149 169.916

72.608 71.488 4.752 4.753 53.208 1.120 52.088

77.781 75.308 0.841 0.933 126.544 14.263 112.280

71.488 68.926 4.753 4.767 198.837 4.177 194.660

68.926 65.992 4.767 4.767 228.054 4.784 223.270

70.565 69.754 0.803 0.805 19.554 2.432 17.123

77.781 77.593 0.841 1.017 32.740 3.524 29.217

76.666 75.817 4.575 4.561 116.220 2.544 113.676

75.817 74.062 4.561 4.547 222.033 4.875 217.157

74.062 67.544 4.547 4.596 456.120 9.977 446.143

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 29

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

299-297 71 1528 1600 521 3.800 1.500 1.500 6.840 72.240 70.659

297-296 49 1632 1681 548 3.800 1.500 1.500 6.840 70.659 69.231

299-295 49 1528 1577 514 3.800 1.500 1.500 6.840 72.240 69.982

295-296 74 1577 1651 538 3.800 1.500 1.500 6.840 69.982 69.231

296-300 84 3332 3416 1113 3.770 2.061 1.500 9.322 69.231 70.859

300-303 75 6789 6864 2236 3.548 4.141 2.070 17.628 70.859 72.773

303-133 49 7390 7439 2424 3.519 4.488 2.244 18.955 72.773 70.207

140-139 84 0 84 27 3.800 1.500 1.500 6.840 71.067 70.134

144-143 83 0 83 27 3.800 1.500 1.500 6.840 71.926 69.964

149-150 40 0 40 13 3.800 1.500 1.500 6.840 72.840 72.694

150-151 43 40 83 27 3.800 1.500 1.500 6.840 72.694 70.290

151-143 50 83 133 43 3.800 1.500 1.500 6.840 70.290 69.964

143-139 48 216 265 86 3.800 1.500 1.500 6.840 69.964 70.134

139-138 48 348 396 129 3.800 1.500 1.500 6.840 70.134 69.564

139-141 83 348 431 141 3.800 1.500 1.500 6.840 70.134 69.211

143-142 86 216 302 99 3.800 1.500 1.500 6.840 69.964 69.202

151-152 88 83 171 56 3.800 1.500 1.500 6.840 70.290 69.720

149-155 47 0 47 15 3.800 1.500 1.500 6.840 72.840 72.601

155-154 83 47 130 42 3.800 1.500 1.500 6.840 72.601 70.026

151-154 49 83 132 43 3.800 1.500 1.500 6.840 70.290 70.026

155-156 50 47 97 32 3.800 1.500 1.500 6.840 72.601 71.316

216-215 70 0 70 23 3.800 1.500 1.500 6.840 72.817 75.966

213-214 43 0 43 14 3.800 1.500 1.500 6.840 75.258 75.660

214-215 40 43 83 27 3.800 1.500 1.500 6.840 75.660 75.966

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 30

NOMBRE DE LA CALLE TRAMO

299-297

297-296

299-295

295-296

296-300

300-303

303-133

140-139

144-143

149-150

150-151

151-143

143-139

139-138

139-141

143-142

151-152

149-155

155-154

151-154

155-156

216-215

213-214

214-215

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

22.201 22 5.530 20 8" 0.003 219.923 6.782 0.007 0.031

29.177 29 5.251 20 8" 0.003 252.498 7.786 0.006 0.027

46.384 46 4.816 20 8" 0.003 318.008 9.806 0.005 0.022

10.127 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

-19.473 4 8.550 20 8" 0.003 93.775 2.892 0.016 0.099

-25.414 4 10.857 20 8" 0.003 93.775 2.892 0.022 0.188

51.917 52 6.897 20 8" 0.003 338.112 10.426 0.007 0.056

11.172 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

23.509 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030

3.612 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

55.791 56 4.641 20 8" 0.003 350.875 10.820 0.004 0.019

6.584 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055

-3.511 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

11.838 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

11.106 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

8.855 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049

6.488 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060

5.101 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

30.863 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026

5.395 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

25.507 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029

-45.007 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

-9.383 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

-7.573 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 31

NOMBRE DE LA CALLE TRAMO

299-297

297-296

299-295

295-296

296-300

300-303

303-133

140-139

144-143

149-150

150-151

151-143

143-139

139-138

139-141

143-142

151-152

149-155

155-154

151-154

155-156

216-215

213-214

214-215

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.286 0.452 0.059 0.121 1.939 3.067 1.198 2.458 67.747 66.180

0.274 0.434 0.055 0.113 2.134 3.378 1.123 2.301 66.180 64.761

0.255 0.405 0.050 0.101 2.505 3.969 1.008 2.061 67.747 65.508

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 65.508 64.766

0.370 0.638 0.088 0.213 1.070 1.846 1.790 4.327 64.761 64.426

0.408 0.767 0.103 0.294 1.180 2.218 2.087 5.969 64.426 64.125

0.283 0.539 0.058 0.161 2.956 5.621 1.182 3.266 64.125 61.555

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 70.352 69.434

0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 71.226 69.223

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.140 71.978

0.248 0.393 0.047 0.097 2.683 4.252 0.962 1.967 71.978 69.565

0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 69.565 69.218

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 69.218 69.025

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 69.025 68.448

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 69.025 68.111

0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 69.218 68.444

0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 69.547 69.020

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 72.135 71.901

0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 71.901 69.315

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 69.547 69.303

0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 71.901 70.592

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.117 71.837

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 74.558 74.386

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 74.386 74.225

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 32

NOMBRE DE LA CALLE TRAMO

299-297

297-296

299-295

295-296

296-300

300-303

303-133

140-139

144-143

149-150

150-151

151-143

143-139

139-138

139-141

143-142

151-152

149-155

155-154

151-154

155-156

216-215

213-214

214-215

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

67.544 65.977 4.596 4.582 245.142 5.342 239.800

65.977 64.558 4.582 4.573 168.047 3.671 164.376

67.544 65.305 4.596 4.577 167.490 3.652 163.838

65.305 64.563 4.577 4.568 254.384 5.563 248.821

64.558 64.223 4.573 6.536 348.395 6.272 342.123

64.223 63.922 6.536 8.751 431.758 5.648 426.109

63.922 61.351 8.751 8.756 324.540 3.708 320.832

70.149 69.230 0.818 0.803 50.759 6.264 44.495

71.023 69.019 0.803 0.844 51.572 6.261 45.311

71.936 71.775 0.803 0.819 24.551 3.027 21.524

71.775 69.362 0.819 0.828 26.611 3.232 23.379

69.362 69.015 0.828 0.848 31.117 3.713 27.404

69.015 68.821 0.848 1.212 37.426 3.632 33.794

68.821 68.244 1.212 1.220 43.859 3.606 40.253

68.821 67.908 1.212 1.203 75.252 6.230 69.021

69.015 68.241 0.848 0.861 55.157 6.454 48.703

69.343 68.817 0.846 0.803 54.276 6.582 47.694

71.932 71.697 0.808 0.803 28.307 3.514 24.793

71.697 69.112 0.803 0.815 50.601 6.255 44.345

69.343 69.100 0.846 0.827 30.597 3.658 26.939

71.697 70.388 0.803 0.828 30.794 3.776 27.018

71.914 71.634 0.803 4.232 132.111 5.247 126.863

74.355 74.183 0.803 1.377 35.073 3.217 31.856

74.183 74.021 1.377 1.845 48.815 3.030 45.785

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 33

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

215-182 60 153 213 69 3.800 1.500 1.500 6.840 75.966 74.785

182-177 48 213 261 85 3.800 1.500 1.500 6.840 74.785 73.487

177-161 49 261 309 101 3.800 1.500 1.500 6.840 73.487 72.428

161-156 48 309 358 116 3.800 1.500 1.500 6.840 72.428 71.316

156-157 83 455 538 175 3.800 1.500 1.500 6.840 71.316 70.237

161-160 83 309 393 128 3.800 1.500 1.500 6.840 72.428 70.524

177-178 83 261 344 112 3.800 1.500 1.500 6.840 73.487 70.890

182-181 83 213 296 97 3.800 1.500 1.500 6.840 74.785 71.604

213-181 55 0 55 18 3.800 1.500 1.500 6.840 75.258 71.604

181-178 48 352 400 130 3.800 1.500 1.500 6.840 71.604 70.890

178-160 49 744 794 259 3.800 1.500 1.500 6.840 70.890 70.524

160-157 47 1186 1233 402 3.800 1.500 1.500 6.840 70.524 70.237

157-154 51 1772 1822 594 3.800 1.500 1.500 6.840 70.237 70.026

154-153 90 2085 2174 708 3.800 1.500 1.500 6.840 70.026 69.569

157-158 91 1772 1863 607 3.800 1.500 1.500 6.840 70.237 69.979

160-159 93 1186 1279 417 3.800 1.500 1.500 6.840 70.524 70.358

178-179 94 744 838 273 3.800 1.500 1.500 6.840 70.890 70.759

181-180 95 352 446 145 3.800 1.500 1.500 6.840 71.604 71.249

180-179 48 446 495 161 3.800 1.500 1.500 6.840 71.249 70.759

179-159 49 1333 1382 450 3.800 1.500 1.500 6.840 70.759 70.358

159-158 47 2662 2709 882 3.800 1.634 1.500 7.451 70.358 69.979

158-153 51 4572 4622 1506 3.678 2.789 1.500 12.309 69.979 69.569

153-152 51 6797 6847 2231 3.548 4.131 2.065 17.590 69.569 69.720

152-142 47 7019 7066 2302 3.538 4.263 2.131 18.095 69.720 69.202

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 34

NOMBRE DE LA CALLE TRAMO

215-182

182-177

177-161

161-156

156-157

161-160

177-178

182-181

213-181

181-178

178-160

160-157

157-154

154-153

157-158

160-159

178-179

181-180

180-179

179-159

159-158

158-153

153-152

152-142

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

19.777 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033

27.060 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028

21.836 22 5.530 20 8" 0.003 219.923 6.782 0.007 0.031

23.112 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030

12.948 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040

22.849 23 5.484 20 8" 0.003 224.865 6.934 0.007 0.030

31.188 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026

38.198 38 4.991 20 8" 0.003 289.035 8.913 0.005 0.024

65.858 66 4.500 20 8" 0.003 380.917 11.746 0.004 0.018

14.847 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

7.394 7 6.854 20 8" 0.003 124.053 3.825 0.012 0.055

6.095 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060

4.170 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

5.102 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

2.828 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

1.781 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

1.392 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

3.745 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

10.146 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

8.116 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052

8.058 8 6.903 20 8" 0.003 132.618 4.089 0.011 0.056

8.058 8 8.333 20 8" 0.003 132.618 4.089 0.011 0.093

-2.964 4 10.848 20 8" 0.003 93.775 2.892 0.022 0.188

10.943 11 9.070 20 8" 0.003 155.509 4.795 0.014 0.116

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 35

NOMBRE DE LA CALLE TRAMO

215-182

182-177

177-161

161-156

156-157

161-160

177-178

182-181

213-181

181-178

178-160

160-157

157-154

154-153

157-158

160-159

178-179

181-180

180-179

179-159

159-158

158-153

153-152

152-142

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 71.837 70.642

0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 70.642 69.348

0.286 0.452 0.059 0.121 1.939 3.067 1.198 2.458 69.348 68.281

0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 68.281 67.175

0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 67.175 66.091

0.284 0.449 0.058 0.120 1.969 3.115 1.185 2.432 68.281 66.364

0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 69.348 66.766

0.263 0.417 0.052 0.106 2.344 3.713 1.054 2.157 70.642 67.478

0.242 0.383 0.046 0.093 2.840 4.503 0.926 1.891 74.558 70.896

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 67.478 66.757

0.340 0.537 0.077 0.159 1.301 2.052 1.568 3.240 66.757 66.410

0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 66.364 66.082

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.082 65.880

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 65.880 65.432

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.082 65.716

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.364 65.992

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 66.757 66.381

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.478 67.100

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 67.100 66.616

0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 66.381 65.986

0.333 0.540 0.075 0.161 1.363 2.206 1.520 3.270 65.986 65.609

0.333 0.626 0.075 0.206 1.363 2.559 1.520 4.183 65.609 65.203

0.408 0.767 0.103 0.293 1.179 2.217 2.084 5.962 65.203 65.000

0.353 0.668 0.082 0.230 1.694 3.205 1.664 4.680 65.000 64.478

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 36

NOMBRE DE LA CALLE TRAMO

215-182

182-177

177-161

161-156

156-157

161-160

177-178

182-181

213-181

181-178

178-160

160-157

157-154

154-153

157-158

160-159

178-179

181-180

180-179

179-159

159-158

158-153

153-152

152-142

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

71.634 70.439 4.232 4.245 189.936 4.481 185.455

70.439 69.145 4.245 4.242 152.567 3.595 148.972

69.145 68.078 4.242 4.250 154.519 3.639 150.880

68.078 66.971 4.250 4.245 153.215 3.607 149.608

66.971 65.888 4.245 4.249 265.564 6.253 259.311

68.078 66.161 4.250 4.263 266.045 6.250 259.795

69.145 66.563 4.242 4.227 264.550 6.247 258.303

70.439 67.275 4.245 4.229 264.595 6.245 258.350

74.355 70.693 0.803 0.811 33.584 4.161 29.423

67.275 66.553 4.229 4.236 152.760 3.609 149.151

66.553 66.207 4.236 4.217 156.759 3.709 153.050

66.161 65.878 4.263 4.259 150.436 3.531 146.906

65.878 65.676 4.259 4.250 161.224 3.790 157.434

65.676 65.229 4.250 4.241 285.180 6.717 278.463

65.878 65.513 4.259 4.366 295.544 6.854 288.690

66.161 65.789 4.263 4.470 304.787 6.980 297.806

66.553 66.178 4.236 4.481 306.944 7.042 299.902

67.275 66.896 4.229 4.253 301.220 7.103 294.117

66.896 66.413 4.253 4.246 154.074 3.626 150.448

66.178 65.783 4.481 4.475 165.830 3.703 162.127

65.783 65.406 4.475 4.473 158.104 3.534 154.570

65.406 65.000 4.473 4.470 170.276 3.808 166.468

65.000 64.796 4.470 4.824 177.172 3.813 173.359

64.796 64.275 4.824 4.826 171.463 3.554 167.909

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 37

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

142-141 49 7368 7418 2416 3.520 4.475 2.237 18.904 69.202 69.211

141-137 48 7849 7897 2573 3.498 4.764 2.382 20.000 69.211 69.220

137-138 80 7897 7977 2599 3.495 4.813 2.406 20.182 69.220 69.564

138-294 84 8374 8458 2755 3.474 5.102 2.551 21.267 69.564 69.644

294-134 50 8458 8507 2771 3.471 5.132 2.566 21.379 69.644 69.467

138-135 50 8374 8424 2744 3.475 5.082 2.541 21.191 69.564 68.641

296-135 49 3332 3381 1102 3.773 2.040 1.500 9.235 69.231 68.641

137-136 50 7897 7947 2589 3.496 4.794 2.397 20.113 69.220 67.781

295-136 49 1577 1626 530 3.800 1.500 1.500 6.840 69.982 67.781

136-135 77 9573 9650 3144 3.425 5.822 2.911 23.928 67.781 68.641

135-134 84 21455 21539 7017 3.106 12.994 6.497 48.425 68.641 69.467

300-134 50 6789 6839 2228 3.549 4.126 2.063 17.570 70.859 69.467

134-133 76 36885 36961 12041 2.874 22.298 11.149 76.904 69.467 70.207

133-132 84 44400 44484 14491 2.793 26.836 13.418 89.954 70.207 73.072

304-132 51 442 492 160 3.800 1.500 1.500 6.840 76.151 73.072

132-111 50 45264 45314 14762 2.785 27.337 13.669 91.368 73.072 70.519

294-110 76 8458 8533 2780 3.470 5.148 2.574 21.438 69.644 69.701

133-110 50 44400 44450 14480 2.794 26.816 13.408 89.896 70.207 69.701

110-111 83 52983 53066 17287 2.716 32.014 16.007 104.344 69.701 70.519

111-112 161 98380 98542 32102 2.448 59.448 29.724 174.663 70.519 73.542

112-114 128 98616 98745 32168 2.448 59.570 29.785 174.960 73.542 72.717

115-114 82 2880 2962 965 3.800 1.787 1.500 8.148 74.883 72.717

114-103 45 131089 131133 42719 2.329 79.110 39.555 221.075 72.717 71.471

105-104 80 0 80 26 3.800 1.500 1.500 6.840 68.942 70.938

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 38

NOMBRE DE LA CALLE TRAMO

142-141

141-137

137-138

138-294

294-134

138-135

296-135

137-136

295-136

136-135

135-134

300-134

134-133

133-132

304-132

132-111

294-110

133-110

110-111

111-112

112-114

115-114

114-103

105-104

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

-0.193 4 11.146 20 8" 0.003 93.775 2.892 0.024 0.202

-0.193 4 11.384 20 8" 0.003 93.775 2.892 0.025 0.213

-4.292 4 11.422 20 8" 0.003 93.775 2.892 0.026 0.215

-0.958 4 11.649 20 8" 0.003 93.775 2.892 0.027 0.227

3.575 4 11.672 20 8" 0.003 93.775 2.892 0.027 0.228

18.608 19 8.686 20 8" 0.003 204.379 6.302 0.012 0.104

12.023 12 6.934 20 8" 0.003 162.424 5.009 0.009 0.057

28.989 29 7.868 20 8" 0.003 252.498 7.786 0.009 0.080

45.004 45 4.836 20 8" 0.003 314.532 9.699 0.005 0.022

-11.146 4 12.175 20 8" 0.003 93.775 2.892 0.031 0.255

-9.880 4 15.860 20 8" 0.003 93.775 2.892 0.069 0.516

27.758 28 7.529 20 8" 0.003 248.106 7.651 0.008 0.071

-9.785 4 18.863 20 8" 0.003 93.775 2.892 0.119 0.820

-34.268 4 20.005 20 8" 0.003 93.775 2.892 0.143 0.959

60.917 61 4.567 20 8" 0.003 366.204 11.292 0.004 0.019

51.255 51 12.485 20 8" 0.003 334.845 10.325 0.041 0.273

-0.742 4 11.684 20 8" 0.003 93.775 2.892 0.027 0.229

10.174 10 16.843 20 8" 0.003 148.272 4.572 0.090 0.606

-9.885 4 21.150 25 10" 0.003 170.026 3.356 0.094 0.614

-18.719 4 25.658 30 12" 0.003 276.481 3.789 0.108 0.632

6.432 6 23.794 25 10" 0.003 208.238 4.110 0.143 0.840

26.448 26 5.723 20 8" 0.003 239.081 7.372 0.006 0.034

27.760 28 19.460 20 8" 0.003 248.106 7.651 0.159 0.891

-25.055 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 39

NOMBRE DE LA CALLE TRAMO

142-141

141-137

137-138

138-294

294-134

138-135

296-135

137-136

295-136

136-135

135-134

300-134

134-133

133-132

304-132

132-111

294-110

133-110

110-111

111-112

112-114

115-114

114-103

105-104

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.418 0.783 0.107 0.305 1.208 2.263 2.165 6.188 64.478 64.282

0.426 0.795 0.110 0.314 1.231 2.299 2.231 6.372 64.282 64.088

0.427 0.797 0.110 0.315 1.234 2.305 2.242 6.402 64.088 63.768

0.434 0.809 0.113 0.324 1.256 2.339 2.305 6.579 63.768 63.434

0.435 0.810 0.114 0.325 1.258 2.343 2.312 6.597 63.434 63.235

0.343 0.646 0.078 0.217 2.162 4.073 1.589 4.419 63.768 62.825

0.313 0.541 0.068 0.162 1.570 2.712 1.381 3.289 64.761 64.172

0.316 0.598 0.069 0.191 2.461 4.657 1.399 3.879 64.088 62.649

0.256 0.406 0.050 0.102 2.486 3.939 1.013 2.072 65.508 63.307

0.452 0.836 0.121 0.344 1.307 2.417 2.456 7.000 62.649 62.340

0.574 1.008 0.178 0.510 1.660 2.915 3.622 10.356 62.340 62.006

0.304 0.578 0.065 0.180 2.323 4.420 1.315 3.661 64.426 63.022

0.673 1.116 0.233 0.689 1.945 3.227 4.731 14.003 62.006 61.703

0.710 1.139 0.256 0.785 2.052 3.293 5.193 15.956 61.555 61.220

0.245 0.388 0.046 0.095 2.764 4.380 0.943 1.927 73.345 70.262

0.491 0.852 0.138 0.357 5.065 8.794 2.801 7.253 61.220 58.680

0.436 0.811 0.114 0.325 1.260 2.344 2.315 6.607 63.434 63.130

0.621 1.048 0.203 0.562 2.839 4.791 4.129 11.418 61.555 61.057

0.628 1.051 0.207 0.566 2.108 3.526 5.265 14.382 61.057 60.726

0.653 1.058 0.221 0.577 2.475 4.008 6.749 17.577 58.680 58.034

0.709 1.120 0.256 0.702 2.916 4.605 6.490 17.828 58.034 57.265

0.279 0.465 0.057 0.126 2.055 3.427 1.152 2.568 70.284 68.154

0.732 1.130 0.270 0.736 5.600 8.647 5.486 14.946 57.265 56.008

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 68.242 67.924

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 40

NOMBRE DE LA CALLE TRAMO

142-141

141-137

137-138

138-294

294-134

138-135

296-135

137-136

295-136

136-135

135-134

300-134

134-133

133-132

304-132

132-111

294-110

133-110

110-111

111-112

112-114

115-114

114-103

105-104

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

64.275 64.079 4.826 5.032 181.628 3.685 177.943

64.079 63.885 5.032 5.235 186.169 3.626 182.542

63.885 63.565 5.235 5.900 334.645 6.011 328.634

63.565 63.230 5.900 6.314 382.672 6.266 376.406

63.230 63.032 6.314 6.335 235.677 3.726 231.951

63.565 62.622 5.900 5.919 219.929 3.722 216.208

64.558 63.969 4.573 4.572 168.235 3.679 164.556

63.885 62.446 5.235 5.236 194.930 3.723 191.206

65.305 63.104 4.577 4.577 167.872 3.667 164.205

62.446 62.137 5.236 6.404 336.692 5.785 330.906

62.137 61.803 6.404 7.564 437.832 6.269 431.563

64.223 62.818 6.536 6.548 246.156 3.763 242.394

61.803 61.500 7.564 8.607 458.652 5.673 452.979

61.351 61.017 8.756 11.955 649.301 6.270 643.031

73.142 70.059 2.909 2.913 110.356 3.791 106.565

61.017 58.477 11.955 11.942 446.340 3.735 442.604

63.230 62.927 6.314 6.674 369.983 5.697 364.285

61.351 60.854 8.756 8.747 326.494 3.731 322.763

60.803 60.472 8.798 9.947 620.641 6.622 614.019

58.375 57.729 12.044 15.713 1904.997 13.726 1891.271

57.780 57.011 15.662 15.607 1603.694 10.258 1593.436

70.080 67.951 4.703 4.666 287.705 6.142 281.563

57.062 55.805 15.556 15.567 523.828 3.366 520.462

68.039 67.720 0.803 3.118 117.139 5.975 111.164

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 41

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

107-106 74 0 74 24 3.800 1.500 1.500 6.840 68.668 71.159

149-148 77 0 77 25 3.800 1.500 1.500 6.840 72.840 71.917

148-147 80 77 157 51 3.800 1.500 1.500 6.840 71.917 68.865

147-146 53 157 210 69 3.800 1.500 1.500 6.840 68.865 69.050

144-145 77 0 77 25 3.800 1.500 1.500 6.840 71.926 71.287

145-146 81 77 158 51 3.800 1.500 1.500 6.840 71.287 69.050

146-108 48 368 416 136 3.800 1.500 1.500 6.840 69.050 69.468

110-109 48 52983 53031 17276 2.716 31.992 15.996 104.287 69.701 69.608

145-109 47 77 124 40 3.800 1.500 1.500 6.840 71.287 69.608

306-109 76 0 76 25 3.800 1.500 1.500 6.840 71.067 69.608

109-108 82 53231 53313 17368 2.714 32.163 16.081 104.752 69.608 69.468

111-108 47 98380 98427 32065 2.449 59.379 29.690 174.496 70.519 69.468

108-106 144 152157 152301 49615 2.268 91.880 45.940 250.025 69.468 71.159

106-104 89 152375 152465 49668 2.267 91.979 45.989 250.246 71.159 70.938

104-103 50 152544 152594 49711 2.267 92.057 46.028 250.420 70.938 71.471

103-292 63 286723 286787 93427 2.170 173.012 86.506 450.523 71.471 69.460

292-291 64 286787 286850 93447 2.170 173.050 86.525 450.623 69.460 68.790

291-290 48 289858 289906 94443 2.170 174.894 87.447 455.424 68.790 69.299

290-289 52 293145 293197 95515 2.170 176.879 88.440 460.593 69.299 69.683

289-285 50 297074 297124 96794 2.170 179.248 89.624 466.763 69.683 70.168

285-282 128 301198 301326 98163 2.170 181.784 90.892 473.365 70.168 71.734

282-283 105 302306 302411 98517 2.170 182.438 91.219 475.069 71.734 70.468

283-284 101 307002 307102 100045 2.170 185.268 92.634 482.438 70.468 70.994

94-284 49 17211 17260 5623 3.197 10.412 5.206 39.951 71.722 70.994

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 42

NOMBRE DE LA CALLE TRAMO

107-106

149-148

148-147

147-146

144-145

145-146

146-108

110-109

145-109

306-109

109-108

111-108

108-106

106-104

104-103

103-292

292-291

291-290

290-289

289-285

285-282

282-283

283-284

94-284

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

-33.558 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

11.988 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

38.050 38 4.991 20 8" 0.003 289.035 8.913 0.005 0.024

-3.489 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

8.357 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052

27.514 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028

-8.738 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

1.938 4 21.146 25 10" 0.003 170.026 3.356 0.094 0.613

35.482 35 5.069 20 8" 0.003 277.391 8.554 0.005 0.025

19.129 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

1.710 4 21.181 25 10" 0.003 170.026 3.356 0.095 0.616

22.296 22 18.631 20 8" 0.003 219.923 6.782 0.135 0.793

-11.706 4 29.352 30 12" 0.003 276.481 3.789 0.166 0.904

2.474 4 29.361 30 12" 0.003 276.481 3.789 0.166 0.905

-10.664 4 29.369 30 12" 0.003 276.481 3.789 0.166 0.906

31.744 32 24.786 25 10" 0.003 480.906 9.491 0.180 0.937

10.542 11 30.283 30 12" 0.003 458.492 6.284 0.189 0.983

-10.548 4 36.753 38 15" 0.003 501.293 4.397 0.174 0.908

-7.413 4 36.909 38 15" 0.003 501.293 4.397 0.176 0.919

-9.616 4 37.094 38 15" 0.003 501.293 4.397 0.179 0.931

-12.216 4 37.290 38 15" 0.003 501.293 4.397 0.181 0.944

12.056 12 30.389 30 12" 0.003 478.879 6.563 0.190 0.992

-5.223 4 37.556 38 15" 0.003 501.293 4.397 0.185 0.962

14.828 15 11.517 20 8" 0.003 181.595 5.600 0.029 0.220

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 43

NOMBRE DE LA CALLE TRAMO

107-106

149-148

148-147

147-146

144-145

145-146

146-108

110-109

145-109

306-109

109-108

111-108

108-106

106-104

104-103

103-292

292-291

291-290

290-289

289-285

285-282

282-283

283-284

94-284

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.968 67.671

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 72.135 71.211

0.263 0.417 0.052 0.106 2.344 3.713 1.054 2.157 71.211 68.163

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 68.163 67.950

0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 71.199 70.587

0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 70.587 68.311

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.950 67.759

0.628 1.051 0.207 0.566 2.108 3.525 5.263 14.377 61.057 60.866

0.266 0.422 0.053 0.108 2.278 3.608 1.074 2.200 70.564 68.908

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 70.357 68.908

0.629 1.052 0.208 0.568 2.111 3.529 5.277 14.417 60.866 60.538

0.698 1.109 0.248 0.673 4.732 7.523 5.043 13.666 58.680 57.643

0.741 1.132 0.276 0.745 2.807 4.291 8.404 22.698 57.643 57.065

0.741 1.132 0.276 0.745 2.807 4.291 8.409 22.715 57.065 56.708

0.741 1.133 0.276 0.746 2.808 4.292 8.413 22.728 56.708 56.508

0.758 1.137 0.287 0.768 7.191 10.788 7.294 19.510 56.008 53.981

0.768 1.140 0.294 0.805 4.826 7.163 8.971 24.522 53.981 53.282

0.751 1.133 0.283 0.748 3.302 4.982 10.770 28.484 53.282 53.089

0.753 1.134 0.284 0.755 3.313 4.988 10.832 28.763 53.089 52.882

0.756 1.136 0.286 0.764 3.325 4.995 10.907 29.104 52.882 52.680

0.759 1.137 0.288 0.774 3.339 5.001 10.985 29.478 52.680 52.167

0.770 1.140 0.296 0.812 5.054 7.482 9.014 24.765 52.167 50.906

0.763 1.139 0.291 0.788 3.357 5.008 11.093 30.013 50.906 50.504

0.441 0.802 0.116 0.319 2.471 4.491 2.364 6.476 69.204 68.467

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 44

NOMBRE DE LA CALLE TRAMO

107-106

149-148

148-147

147-146

144-145

145-146

146-108

110-109

145-109

306-109

109-108

111-108

108-106

106-104

104-103

103-292

292-291

291-290

290-289

289-285

285-282

282-283

283-284

94-284

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

67.765 67.468 0.803 3.591 122.317 5.567 116.750

71.932 71.008 0.808 0.809 46.657 5.771 40.886

71.008 67.960 0.809 0.805 48.546 6.016 42.530

67.960 67.747 0.805 1.203 40.069 3.990 36.079

70.996 70.383 0.831 0.803 46.875 5.738 41.137

70.383 68.108 0.803 0.843 50.162 6.096 44.067

67.747 67.556 1.203 1.812 54.045 3.584 50.460

60.803 60.612 8.798 8.896 337.810 3.818 333.991

70.361 68.705 0.826 0.803 28.899 3.548 25.351

70.154 68.705 0.813 0.803 46.206 5.718 40.489

60.612 60.284 8.896 9.084 589.942 6.562 583.380

58.477 57.440 11.942 11.928 421.963 3.535 418.428

57.338 56.760 12.030 14.299 1616.762 12.281 1604.481

56.760 56.403 14.299 14.435 1090.960 7.593 1083.367

56.403 56.203 14.435 15.168 628.871 4.249 624.622

55.754 53.727 15.617 15.634 791.846 5.068 786.778

53.676 52.977 15.684 15.713 848.403 5.404 842.999

52.901 52.708 15.790 16.492 778.748 4.825 773.923

52.708 52.501 16.492 17.082 868.250 5.172 863.078

52.501 52.299 17.082 17.769 879.012 5.044 873.968

52.299 51.786 17.769 19.848 2412.278 12.825 2399.453

51.862 50.602 19.772 19.766 1765.035 8.928 1756.107

50.525 50.123 19.843 20.771 2043.595 10.064 2033.531

69.001 68.264 2.622 2.630 96.804 3.687 93.117

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 45

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

283-280 51 307002 307052 100028 2.170 185.238 92.619 482.359 70.468 69.458

282-281 59 302306 302366 98502 2.170 182.411 91.205 474.997 71.734 68.707

281-280 103 302366 302468 98535 2.170 182.472 91.236 475.158 68.707 69.458

280-279 101 609520 609621 198596 2.170 367.771 183.886 957.676 69.458 70.171

284-279 55 324362 324418 105686 2.170 195.714 97.857 509.639 70.994 70.171

58-57 89 135 224 73 3.800 1.500 1.500 6.840 78.707 78.993

60-57 51 0 51 17 3.800 1.500 1.500 6.840 79.883 78.993

293-278 99 0 99 32 3.800 1.500 1.500 6.840 68.561 69.428

279-278 50 934039 934089 304298 2.170 563.515 281.758 1467.394 70.171 69.428

278-277 21 934188 934209 304337 2.170 563.588 281.794 1467.583 69.428 69.117

277-275 76 934209 934285 304362 2.170 563.634 281.817 1467.702 69.117 68.760

204-202 152 0 152 50 3.800 1.500 1.500 6.840 79.206 74.509

206-205 177 0 177 58 3.800 1.500 1.500 6.840 80.205 74.971

262-258 27 0 27 9 3.800 1.500 1.500 6.840 76.781 77.192

254-250 50 0 50 16 3.800 1.500 1.500 6.840 84.182 82.730

250-246 50 50 99 32 3.800 1.500 1.500 6.840 82.730 80.228

246-247 83 99 182 59 3.800 1.500 1.500 6.840 80.228 78.646

250-248 83 50 133 43 3.800 1.500 1.500 6.840 82.730 80.952

249-248 50 0 50 16 3.800 1.500 1.500 6.840 80.027 80.952

254-255 83 0 83 27 3.800 1.500 1.500 6.840 84.182 82.883

256-255 31 0 31 10 3.800 1.500 1.500 6.840 82.155 82.883

255-248 48 115 162 53 3.800 1.500 1.500 6.840 82.883 80.952

248-247 50 345 395 129 3.800 1.500 1.500 6.840 80.952 78.646

247-257 42 577 619 202 3.800 1.500 1.500 6.840 78.646 77.867

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 46

NOMBRE DE LA CALLE TRAMO

283-280

282-281

281-280

280-279

284-279

58-57

60-57

293-278

279-278

278-277

277-275

204-202

206-205

262-258

254-250

250-246

246-247

250-248

249-248

254-255

256-255

255-248

248-247

247-257

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

19.987 20 27.771 30 12" 0.003 618.230 8.473 0.150 0.780

51.126 51 23.167 25 10" 0.003 607.114 11.982 0.150 0.782

-7.306 4 37.343 38 15" 0.003 501.293 4.397 0.182 0.948

-7.085 4 48.568 61 24" 0.003 1755.545 6.015 0.105 0.546

14.828 15 29.921 30 12" 0.003 535.403 7.338 0.183 0.952

-3.218 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

17.420 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035

-8.748 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

14.828 15 44.485 46 18" 0.003 1578.547 9.615 0.178 0.930

14.828 15 44.487 46 18" 0.003 1578.547 9.615 0.179 0.930

4.693 5 54.665 61 24" 0.003 1962.758 6.725 0.144 0.748

30.853 31 5.186 20 8" 0.003 261.059 8.050 0.006 0.026

29.540 30 5.218 20 8" 0.003 256.814 7.919 0.006 0.027

-15.288 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

29.091 29 5.251 20 8" 0.003 252.498 7.786 0.006 0.027

50.476 50 4.741 20 8" 0.003 331.546 10.224 0.005 0.021

19.120 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

21.389 21 5.578 20 8" 0.003 214.866 6.626 0.007 0.032

-18.456 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

15.568 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036

-23.457 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

40.553 41 4.921 20 8" 0.003 300.227 9.258 0.005 0.023

46.376 46 4.816 20 8" 0.003 318.008 9.806 0.005 0.022

18.538 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 47

NOMBRE DE LA CALLE TRAMO

283-280

282-281

281-280

280-279

284-279

58-57

60-57

293-278

279-278

278-277

277-275

204-202

206-205

262-258

254-250

250-246

246-247

250-248

249-248

254-255

256-255

255-248

248-247

247-257

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.719 1.106 0.262 0.664 6.092 9.370 7.973 20.252 50.906 49.895

0.720 1.106 0.262 0.666 8.621 13.257 6.653 16.910 52.167 49.147

0.760 1.138 0.289 0.776 3.342 5.003 11.007 29.582 49.147 48.737

0.648 1.022 0.219 0.527 3.899 6.146 13.324 32.105 48.737 48.334

0.761 1.138 0.290 0.780 5.585 8.351 8.825 23.759 50.504 49.672

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 78.000 77.645

0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 79.162 78.293

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.861 67.465

0.756 1.136 0.286 0.763 7.269 10.921 13.077 34.873 48.334 47.582

0.756 1.136 0.286 0.763 7.269 10.921 13.078 34.877 47.582 47.268

0.710 1.097 0.256 0.645 4.776 7.376 15.607 39.308 47.268 46.887

0.271 0.430 0.054 0.111 2.184 3.458 1.105 2.264 78.506 73.787

0.273 0.432 0.055 0.112 2.159 3.418 1.114 2.282 79.505 74.189

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.081 75.974

0.274 0.434 0.055 0.113 2.134 3.378 1.123 2.301 83.478 82.030

0.252 0.400 0.049 0.099 2.579 4.087 0.988 2.020 82.006 79.528

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 79.519 77.946

0.288 0.455 0.060 0.122 1.907 3.017 1.211 2.486 81.998 80.252

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 79.327 79.126

0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 83.478 82.142

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 81.455 81.330

0.260 0.412 0.051 0.104 2.407 3.813 1.035 2.118 81.330 79.378

0.255 0.405 0.050 0.101 2.505 3.969 1.008 2.061 79.126 76.838

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 76.838 76.040

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 48

NOMBRE DE LA CALLE TRAMO

283-280

282-281

281-280

280-279

284-279

58-57

60-57

293-278

279-278

278-277

277-275

204-202

206-205

262-258

254-250

250-246

246-247

250-248

249-248

254-255

256-255

255-248

248-247

247-257

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

50.602 49.591 19.766 19.767 849.384 4.297 845.087

51.913 48.893 19.721 19.714 933.904 4.736 929.168

48.766 48.356 19.841 21.002 2096.830 10.268 2086.562

48.127 47.724 21.230 22.347 2853.154 13.095 2840.059

50.199 49.367 20.695 20.704 975.675 4.714 970.961

77.797 77.442 0.810 1.451 75.282 6.657 68.625

78.959 78.090 0.825 0.803 31.206 3.834 27.372

67.658 67.262 0.803 2.066 106.555 7.428 99.127

47.877 47.124 22.195 22.203 1280.220 5.767 1274.453

47.124 46.811 22.203 22.207 534.342 2.406 531.936

46.658 46.277 22.359 22.383 2216.197 9.907 2206.291

78.303 73.584 0.803 0.826 92.994 11.418 81.576

79.302 73.986 0.803 0.885 112.152 13.289 98.863

75.878 75.770 0.803 1.322 21.415 2.016 19.399

83.275 81.827 0.808 0.803 30.160 3.744 26.415

81.803 79.325 0.827 0.803 30.292 3.717 26.575

79.315 77.743 0.813 0.803 50.174 6.209 43.966

81.794 80.049 0.835 0.803 51.074 6.233 44.840

79.123 78.923 0.803 1.929 51.394 3.762 47.633

83.275 81.939 0.808 0.844 51.689 6.259 45.430

81.251 81.127 0.803 1.656 28.633 2.329 26.304

81.127 79.175 1.656 1.677 59.503 3.571 55.932

78.923 76.635 1.929 1.911 71.622 3.730 67.892

76.635 75.837 1.911 1.930 60.512 3.151 57.361

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 49

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

257-258 55 619 675 220 3.800 1.500 1.500 6.840 77.867 77.192

258-207 77 702 778 254 3.800 1.500 1.500 6.840 77.192 74.149

207-205 83 778 862 281 3.800 1.500 1.500 6.840 74.149 74.971

205-202 39 1039 1078 351 3.800 1.500 1.500 6.840 74.971 74.509

202-200 43 1230 1273 415 3.800 1.500 1.500 6.840 74.509 73.891

201-200 114 0 114 37 3.800 1.500 1.500 6.840 77.702 73.891

200-197 38 1386 1425 464 3.800 1.500 1.500 6.840 73.891 73.333

199-197 66 0 66 21 3.800 1.500 1.500 6.840 75.864 73.333

197-195 38 1490 1528 498 3.800 1.500 1.500 6.840 73.333 73.122

196-195 42 0 42 14 3.800 1.500 1.500 6.840 74.899 73.122

195-194 56 1570 1626 530 3.800 1.500 1.500 6.840 73.122 72.008

194-192 76 1626 1702 555 3.800 1.500 1.500 6.840 72.008 71.060

193-192 62 0 62 20 3.800 1.500 1.500 6.840 73.296 71.060

192-188 47 1764 1812 590 3.800 1.500 1.500 6.840 71.060 70.251

194-221 48 1626 1674 545 3.800 1.500 1.500 6.840 72.008 71.122

222-221 3 0 3 1 3.800 1.500 1.500 6.840 71.122 71.122

200-220 108 1386 1495 487 3.800 1.500 1.500 6.840 73.891 71.307

205-219 112 1039 1151 375 3.800 1.500 1.500 6.840 74.971 72.042

207-218 115 778 893 291 3.800 1.500 1.500 6.840 74.149 73.914

207-208 41 778 820 267 3.800 1.500 1.500 6.840 74.149 73.438

258-259 41 702 743 242 3.800 1.500 1.500 6.840 77.192 75.829

247-259 55 577 632 206 3.800 1.500 1.500 6.840 78.646 75.829

259-208 89 1374 1464 477 3.800 1.500 1.500 6.840 75.829 73.438

208-217 107 2283 2390 779 3.800 1.500 1.500 6.840 73.438 74.861

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 50

NOMBRE DE LA CALLE TRAMO

257-258

258-207

207-205

205-202

202-200

201-200

200-197

199-197

197-195

196-195

195-194

194-192

193-192

192-188

194-221

222-221

200-220

205-219

207-218

207-208

258-259

247-259

259-208

208-217

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

12.191 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

39.574 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023

-9.871 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

11.887 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

14.465 14 6.019 20 8" 0.003 175.438 5.410 0.009 0.039

33.541 34 5.096 20 8" 0.003 273.400 8.431 0.005 0.025

14.594 15 5.942 20 8" 0.003 181.595 5.600 0.008 0.038

38.473 38 4.991 20 8" 0.003 289.035 8.913 0.005 0.024

5.601 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060

42.281 42 4.899 20 8" 0.003 303.867 9.370 0.005 0.023

19.847 20 5.630 20 8" 0.003 209.688 6.466 0.007 0.033

12.430 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

35.975 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024

17.070 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035

18.468 18 5.742 20 8" 0.003 198.927 6.134 0.008 0.034

0.000 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

23.853 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030

26.161 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029

2.058 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

17.256 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035

33.256 33 5.125 20 8" 0.003 269.349 8.306 0.006 0.025

51.653 52 4.706 20 8" 0.003 338.112 10.426 0.004 0.020

26.829 27 5.322 20 8" 0.003 243.635 7.513 0.006 0.028

-13.343 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 51

NOMBRE DE LA CALLE TRAMO

257-258

258-207

207-205

205-202

202-200

201-200

200-197

199-197

197-195

196-195

195-194

194-192

193-192

192-188

194-221

222-221

200-220

205-219

207-218

207-208

258-259

247-259

259-208

208-217

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 76.040 75.376

0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 75.376 72.300

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.300 71.967

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 71.967 71.501

0.306 0.484 0.066 0.135 1.656 2.618 1.332 2.740 71.501 70.903

0.268 0.424 0.053 0.109 2.255 3.571 1.081 2.215 77.002 73.139

0.303 0.479 0.064 0.133 1.697 2.682 1.311 2.695 70.903 70.329

0.263 0.417 0.052 0.106 2.344 3.713 1.054 2.157 75.132 72.633

0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 70.329 70.104

0.259 0.410 0.051 0.104 2.427 3.845 1.029 2.106 74.188 72.422

0.290 0.459 0.060 0.124 1.875 2.966 1.225 2.515 70.104 68.980

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 68.980 68.066

0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 72.596 70.359

0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 68.066 67.260

0.295 0.466 0.062 0.127 1.808 2.859 1.256 2.579 68.980 68.117

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 70.422 70.411

0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 70.903 68.303

0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 71.967 69.056

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 72.300 71.842

0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 72.300 71.599

0.269 0.426 0.054 0.110 2.232 3.534 1.089 2.231 75.376 74.023

0.251 0.397 0.048 0.099 2.614 4.143 0.979 2.002 76.838 74.003

0.277 0.439 0.056 0.115 2.082 3.295 1.141 2.340 74.003 71.596

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 71.596 71.169

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 52

NOMBRE DE LA CALLE TRAMO

257-258

258-207

207-205

205-202

202-200

201-200

200-197

199-197

197-195

196-195

195-194

194-192

193-192

192-188

194-221

222-221

200-220

205-219

207-218

207-208

258-259

247-259

259-208

208-217

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

75.837 75.172 1.930 1.920 79.918 4.152 75.767

75.172 72.097 1.920 1.952 111.643 5.767 105.877

72.097 71.764 1.952 3.107 157.887 6.242 151.645

71.764 71.298 3.107 3.111 90.528 2.912 87.616

71.298 70.700 3.111 3.091 99.327 3.203 96.124

76.799 72.936 0.803 0.855 70.657 8.520 62.137

70.700 70.126 3.091 3.107 88.984 2.871 86.113

74.929 72.430 0.834 0.803 40.395 4.934 35.462

70.126 69.900 3.107 3.122 87.759 2.818 84.941

73.984 72.219 0.815 0.803 25.507 3.152 22.354

69.900 68.777 3.122 3.130 131.675 4.212 127.463

68.777 67.863 3.130 3.098 177.995 5.716 172.279

72.392 70.156 0.803 0.805 37.465 4.660 32.805

67.863 67.057 3.098 3.094 110.058 3.555 106.503

68.777 67.914 3.130 3.108 112.174 3.596 108.578

70.219 70.208 0.803 0.814 1.697 0.210 1.487

70.700 68.100 3.091 3.107 251.817 8.125 243.692

71.764 68.853 3.107 3.089 260.136 8.398 251.739

72.097 71.639 1.952 2.175 177.221 8.588 168.633

72.097 71.396 1.952 1.942 60.222 3.093 57.129

75.172 73.820 1.920 1.909 58.836 3.073 55.763

76.635 73.800 1.911 1.930 78.527 4.090 74.438

73.800 71.393 1.930 1.945 129.528 6.686 122.842

71.393 70.966 1.945 3.795 229.661 8.002 221.659

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 53

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

215-217 39 153 192 63 3.800 1.500 1.500 6.840 75.966 74.861

217-218 40 2582 2622 854 3.800 1.582 1.500 7.213 74.861 73.914

218-219 83 3515 3598 1172 3.754 2.171 1.500 9.779 73.914 72.042

219-220 83 4749 4832 1574 3.664 2.915 1.500 12.819 72.042 71.307

220-221 75 6327 6401 2085 3.572 3.862 1.931 16.551 71.307 71.122

221-188 76 8078 8155 2657 3.487 4.919 2.460 20.583 71.122 70.251

188-187 62 9966 10029 3267 3.411 6.050 3.025 24.761 70.251 69.192

220-185 65 6327 6392 2082 3.572 3.856 1.928 16.529 71.307 70.551

219-184 64 4749 4812 1568 3.666 2.903 1.500 12.771 72.042 71.283

218-183 62 3515 3577 1165 3.756 2.158 1.500 9.727 73.914 73.435

182-183 79 213 292 95 3.800 1.500 1.500 6.840 74.785 73.435

183-184 83 3868 3951 1287 3.727 2.384 1.500 10.660 73.435 71.283

184-185 82 8764 8846 2882 3.457 5.336 2.668 22.138 71.283 70.551

185-174 48 15237 15285 4979 3.247 9.221 4.611 35.926 70.551 70.072

184-175 48 8764 8812 2871 3.459 5.316 2.658 22.063 71.283 70.664

177-176 78 261 339 110 3.800 1.500 1.500 6.840 73.487 72.482

183-176 48 3868 3916 1276 3.729 2.363 1.500 10.573 73.435 72.482

176-175 82 4255 4338 1413 3.698 2.617 1.500 11.613 72.482 70.664

175-174 81 13149 13230 4310 3.304 7.981 3.991 31.646 70.664 70.072

175-163 48 13149 13197 4299 3.305 7.961 3.981 31.576 70.664 70.054

161-162 78 309 387 126 3.800 1.500 1.500 6.840 72.428 71.725

176-162 48 4255 4303 1402 3.701 2.596 1.500 11.529 72.482 71.725

162-163 82 4691 4773 1555 3.668 2.879 1.500 12.674 71.725 70.054

163-164 78 17969 18048 5879 3.179 10.888 5.444 41.536 70.054 69.502

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 54

NOMBRE DE LA CALLE TRAMO

215-217

217-218

218-219

219-220

220-221

221-188

188-187

220-185

219-184

218-183

182-183

183-184

184-185

185-174

184-175

177-176

183-176

176-175

175-174

175-163

161-162

176-162

162-163

163-164

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

28.278 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028

23.765 24 5.550 20 8" 0.003 229.702 7.083 0.007 0.031

22.573 23 6.271 20 8" 0.003 224.865 6.934 0.007 0.043

8.797 9 8.276 20 8" 0.003 140.663 4.338 0.011 0.091

2.484 4 10.604 20 8" 0.003 93.775 2.892 0.021 0.177

11.402 11 9.519 20 8" 0.003 155.509 4.795 0.016 0.132

17.051 17 9.402 20 8" 0.003 193.323 5.961 0.016 0.128

11.636 12 8.625 20 8" 0.003 162.424 5.009 0.012 0.102

11.918 12 7.830 20 8" 0.003 162.424 5.009 0.009 0.079

7.733 8 7.628 20 8" 0.003 132.618 4.089 0.011 0.073

17.189 17 5.804 20 8" 0.003 193.323 5.961 0.008 0.035

26.015 26 6.330 20 8" 0.003 239.081 7.372 0.006 0.045

8.940 9 10.157 20 8" 0.003 140.663 4.338 0.019 0.157

10.050 10 11.941 20 8" 0.003 148.272 4.572 0.031 0.242

12.907 13 9.469 20 8" 0.003 169.056 5.213 0.016 0.131

12.856 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040

19.969 20 6.628 20 8" 0.003 209.688 6.466 0.007 0.050

22.114 22 6.744 20 8" 0.003 219.923 6.782 0.007 0.053

7.313 7 12.174 20 8" 0.003 124.053 3.825 0.032 0.255

12.775 13 10.831 20 8" 0.003 169.056 5.213 0.024 0.187

9.031 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049

15.741 16 7.140 20 8" 0.003 187.551 5.783 0.008 0.061

20.446 20 7.095 20 8" 0.003 209.688 6.466 0.007 0.060

7.046 7 13.481 20 8" 0.003 124.053 3.825 0.044 0.335

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 55

NOMBRE DE LA CALLE TRAMO

215-217

217-218

218-219

219-220

220-221

221-188

188-187

220-185

219-184

218-183

182-183

183-184

184-185

185-174

184-175

177-176

183-176

176-175

175-174

175-163

161-162

176-162

162-163

163-164

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 71.837 70.743

0.282 0.454 0.058 0.122 1.998 3.212 1.173 2.469 70.743 69.786

0.284 0.500 0.058 0.142 1.969 3.467 1.185 2.888 69.786 67.879

0.327 0.622 0.073 0.204 1.420 2.699 1.478 4.145 67.879 67.128

0.399 0.754 0.099 0.284 1.155 2.179 2.019 5.779 67.128 66.829

0.369 0.694 0.088 0.246 1.769 3.327 1.781 4.993 66.829 65.989

0.368 0.687 0.087 0.242 2.192 4.097 1.772 4.911 65.989 64.933

0.338 0.643 0.077 0.215 1.694 3.219 1.555 4.378 67.128 66.348

0.313 0.596 0.068 0.190 1.570 2.984 1.381 3.854 67.879 67.115

0.333 0.584 0.075 0.183 1.363 2.387 1.520 3.724 69.786 69.291

0.297 0.470 0.063 0.129 1.772 2.802 1.273 2.615 70.642 69.308

0.279 0.504 0.057 0.144 2.055 3.713 1.152 2.923 69.291 67.141

0.390 0.729 0.096 0.268 1.690 3.163 1.941 5.450 67.115 66.378

0.452 0.824 0.121 0.335 2.068 3.768 2.458 6.811 66.348 65.871

0.368 0.691 0.087 0.244 1.920 3.602 1.776 4.958 67.115 66.491

0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 69.348 68.332

0.290 0.522 0.060 0.153 1.875 3.378 1.225 3.103 69.291 68.337

0.286 0.530 0.059 0.156 1.939 3.592 1.198 3.173 68.332 66.523

0.457 0.836 0.123 0.344 1.748 3.198 2.498 6.999 66.491 65.925

0.416 0.766 0.106 0.293 2.168 3.992 2.152 5.949 66.491 65.871

0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 68.281 67.580

0.300 0.554 0.064 0.168 1.735 3.205 1.291 3.416 68.332 67.562

0.290 0.551 0.060 0.167 1.875 3.565 1.225 3.388 67.562 65.928

0.501 0.901 0.143 0.399 1.918 3.445 2.901 8.099 65.871 65.323

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 56

NOMBRE DE LA CALLE TRAMO

215-217

217-218

218-219

219-220

220-221

221-188

188-187

220-185

219-184

218-183

182-183

183-184

184-185

185-174

184-175

177-176

183-176

176-175

175-174

175-163

161-162

176-162

162-163

163-164

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

71.634 70.540 4.232 4.221 123.876 2.931 120.945

70.540 69.583 4.221 4.231 126.370 2.990 123.380

69.583 67.676 4.231 4.266 264.229 6.220 258.010

67.676 66.925 4.266 4.283 267.532 6.259 261.273

66.925 66.626 4.283 4.396 242.718 5.593 237.125

66.626 65.786 4.396 4.365 250.925 5.728 245.196

65.786 64.730 4.365 4.362 203.279 4.658 198.621

66.925 66.145 4.283 4.307 209.366 4.875 204.491

67.676 66.912 4.266 4.271 203.687 4.772 198.915

69.583 69.088 4.231 4.247 196.798 4.643 192.156

70.439 69.104 4.245 4.231 249.571 5.889 243.682

69.088 66.937 4.247 4.246 263.409 6.203 257.206

66.912 66.175 4.271 4.276 262.527 6.143 256.384

66.145 65.668 4.307 4.304 154.031 3.578 150.453

66.912 66.288 4.271 4.276 153.816 3.599 150.216

69.145 68.128 4.242 4.254 249.170 5.865 243.304

69.088 68.133 4.247 4.249 152.009 3.578 148.431

68.128 66.319 4.254 4.244 262.024 6.167 255.858

66.288 65.721 4.276 4.250 258.904 6.073 252.830

66.288 65.668 4.276 4.286 153.187 3.578 149.608

68.078 67.377 4.250 4.248 248.228 5.842 242.386

68.128 67.358 4.254 4.266 153.747 3.609 150.138

67.358 65.725 4.266 4.230 260.279 6.127 254.152

65.668 65.119 4.286 4.283 251.831 5.878 245.953

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 57

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

163-168 48 17969 18017 5869 3.180 10.869 5.435 41.475 70.054 67.840

147-168 97 157 254 83 3.800 1.500 1.500 6.840 68.865 67.840

170-169 35 0 35 11 3.800 1.500 1.500 6.840 70.955 70.294

162-169 49 4691 4740 1544 3.670 2.859 1.500 12.594 71.725 70.294

156-169 78 455 532 173 3.800 1.500 1.500 6.840 71.316 70.294

169-168 81 5307 5388 1755 3.629 3.251 1.625 14.157 70.294 67.840

168-167 80 23660 23740 7734 3.065 14.322 7.161 52.669 67.840 69.159

167-164 47 23740 23787 7749 3.064 14.350 7.175 52.759 69.159 69.502

164-174 47 41835 41882 13644 2.820 25.267 12.633 85.492 69.502 70.072

174-173 75 70397 70472 22958 2.592 42.514 21.257 132.260 70.072 69.409

167-166 79 23740 23820 7760 3.063 14.370 7.185 52.821 69.159 68.505

166-165 46 23820 23866 7775 3.062 14.398 7.199 52.909 68.505 68.818

164-165 77 41835 41912 13654 2.819 25.284 12.642 85.543 69.502 68.818

165-173 48 65778 65825 21444 2.622 39.711 19.856 124.952 68.818 69.409

173-186 51 136297 136349 44418 2.313 82.256 41.128 228.285 69.409 69.915

221-186 63 8078 8141 2652 3.487 4.911 2.456 20.553 71.122 69.915

185-186 75 15237 15312 4988 3.246 9.237 4.619 35.981 70.551 69.915

186-187 80 159802 159882 52085 2.248 96.453 48.227 260.205 69.915 69.192

187-270 76 169911 169987 55377 2.224 102.549 51.275 273.636 69.192 68.528

270-271 47 169987 170034 55392 2.224 102.578 51.289 273.698 68.528 68.731

271-272 35 170034 170069 55403 2.223 102.599 51.299 273.744 68.731 68.710

272-273 10 170069 170079 55407 2.223 102.605 51.302 273.757 68.710 68.702

273-274 207 170079 170286 55474 2.223 102.730 51.365 274.031 68.702 68.505

274-275 76 170286 170362 55499 2.223 102.776 51.388 274.131 68.505 68.760

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 58

NOMBRE DE LA CALLE TRAMO

163-168

147-168

170-169

162-169

156-169

169-168

168-167

167-164

164-174

174-173

167-166

166-165

164-165

165-173

173-186

221-186

185-186

186-187

187-270

270-271

271-272

272-273

273-274

274-275

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

46.265 46 9.466 20 8" 0.003 318.008 9.806 0.017 0.130

10.565 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

18.888 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

29.172 29 6.602 20 8" 0.003 252.498 7.786 0.006 0.050

13.182 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040

30.185 30 6.854 20 8" 0.003 256.814 7.919 0.006 0.055

-16.397 4 16.367 20 8" 0.003 93.775 2.892 0.076 0.562

-7.328 4 16.378 20 8" 0.003 93.775 2.892 0.077 0.563

-12.043 4 19.627 20 8" 0.003 93.775 2.892 0.135 0.912

8.870 9 19.856 20 8" 0.003 140.663 4.338 0.151 0.940

8.225 8 14.388 20 8" 0.003 132.618 4.089 0.054 0.398

-6.796 4 16.395 20 8" 0.003 93.775 2.892 0.077 0.564

8.900 9 16.863 20 8" 0.003 140.663 4.338 0.090 0.608

-12.352 4 22.629 25 10" 0.003 170.026 3.356 0.117 0.735

-9.860 4 28.367 30 12" 0.003 276.481 3.789 0.149 0.826

19.218 19 8.587 20 8" 0.003 204.379 6.302 0.012 0.101

8.505 9 12.187 20 8" 0.003 140.663 4.338 0.033 0.256

9.016 9 25.592 30 12" 0.003 414.721 5.684 0.116 0.627

8.752 9 26.079 30 12" 0.003 414.721 5.684 0.124 0.660

-4.323 4 30.365 30 12" 0.003 276.481 3.789 0.186 0.990

0.584 4 30.367 30 12" 0.003 276.481 3.789 0.186 0.990

0.860 4 30.367 30 12" 0.003 276.481 3.789 0.186 0.990

0.950 4 30.378 30 12" 0.003 276.481 3.789 0.186 0.991

-3.350 4 30.383 30 12" 0.003 276.481 3.789 0.186 0.992

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 59

NOMBRE DE LA CALLE TRAMO

163-168

147-168

170-169

162-169

156-169

169-168

168-167

167-164

164-174

174-173

167-166

166-165

164-165

165-173

173-186

221-186

185-186

186-187

187-270

270-271

271-272

272-273

273-274

274-275

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.378 0.691 0.091 0.244 3.703 6.774 1.848 4.956 65.871 63.670

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 68.163 67.096

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 70.255 69.590

0.274 0.521 0.055 0.152 2.134 4.055 1.123 3.086 67.562 66.139

0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 67.175 66.166

0.279 0.536 0.057 0.159 2.213 4.248 1.156 3.240 66.139 63.701

0.591 1.029 0.187 0.536 1.708 2.975 3.799 10.892 63.670 63.348

0.591 1.029 0.187 0.537 1.709 2.977 3.803 10.904 63.348 63.161

0.697 1.133 0.248 0.750 2.016 3.278 5.038 15.237 63.161 62.972

0.721 1.137 0.263 0.771 3.126 4.932 5.339 15.660 62.972 62.299

0.534 0.943 0.158 0.439 2.183 3.857 3.213 8.916 63.348 62.712

0.592 1.030 0.187 0.538 1.711 2.979 3.809 10.922 62.712 62.528

0.620 1.049 0.203 0.563 2.688 4.548 4.116 11.440 63.161 62.469

0.669 1.093 0.231 0.637 2.245 3.668 5.861 16.183 62.469 62.277

0.718 1.117 0.261 0.693 2.719 4.233 7.944 21.112 62.277 62.072

0.339 0.640 0.077 0.214 2.139 4.037 1.564 4.352 66.829 65.636

0.460 0.837 0.124 0.345 1.994 3.629 2.523 7.009 66.348 65.675

0.668 1.056 0.230 0.574 3.798 6.003 7.018 17.501 62.072 61.350

0.680 1.068 0.237 0.593 3.866 6.071 7.237 18.074 61.350 60.667

0.764 1.140 0.292 0.811 2.896 4.320 8.892 24.708 60.667 60.479

0.764 1.140 0.292 0.811 2.896 4.320 8.893 24.713 60.479 60.338

0.764 1.140 0.292 0.811 2.896 4.320 8.893 24.714 60.338 60.299

0.765 1.140 0.292 0.812 2.897 4.320 8.899 24.740 60.299 59.470

0.765 1.140 0.292 0.812 2.898 4.320 8.901 24.750 59.470 59.166

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 60

NOMBRE DE LA CALLE TRAMO

163-168

147-168

170-169

162-169

156-169

169-168

168-167

167-164

164-174

174-173

167-166

166-165

164-165

165-173

173-186

221-186

185-186

186-187

187-270

270-271

271-272

272-273

273-274

274-275

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

65.668 63.467 4.286 4.274 153.616 3.589 150.027

67.960 66.893 0.805 0.847 60.075 7.273 52.802

70.052 69.387 0.803 0.807 21.140 2.626 18.514

67.358 65.936 4.266 4.258 156.765 3.678 153.087

66.971 65.963 4.245 4.231 246.546 5.818 240.728

65.936 63.498 4.258 4.243 259.116 6.096 253.019

63.467 63.145 4.274 5.914 307.212 6.031 301.181

63.145 62.958 5.914 6.445 217.092 3.513 213.579

62.958 62.768 6.445 7.203 242.023 3.547 238.477

62.768 62.096 7.203 7.213 404.112 5.606 398.506

63.145 62.509 5.914 5.896 352.076 5.962 346.113

62.509 62.325 5.896 6.393 212.041 3.451 208.590

62.958 62.265 6.445 6.452 371.936 5.768 366.168

62.215 62.023 6.503 7.285 263.814 3.827 259.987

61.973 61.767 7.336 8.048 335.881 4.367 331.515

66.626 65.433 4.396 4.382 206.758 4.711 202.047

66.145 65.472 4.307 4.344 242.558 5.608 236.950

61.767 61.045 8.048 8.047 548.411 6.815 541.597

61.045 60.362 8.047 8.066 520.007 6.455 513.552

60.362 60.174 8.066 8.457 329.908 3.993 325.914

60.174 60.033 8.457 8.577 255.503 3.000 252.503

60.033 59.994 8.577 8.608 70.623 0.822 69.801

59.994 59.165 8.608 9.240 1572.365 17.620 1554.745

59.165 58.861 9.240 9.799 615.585 6.467 609.119

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 61

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

280-288 67 609520 609587 198585 2.170 367.751 183.875 957.623 69.458 68.505

285-286 38 301198 301236 98134 2.170 181.729 90.865 473.223 70.168 68.554

286-287 134 301236 301370 98177 2.170 181.810 90.905 473.433 68.554 68.505

287-288 114 301370 301484 98214 2.170 181.879 90.939 473.612 68.505 68.505

288-275 70 911071 911141 296823 2.170 549.672 274.836 1431.345 68.505 68.760

49-48 90 239 329 107 3.800 1.500 1.500 6.840 78.339 77.893

54-55 89 188 277 90 3.800 1.500 1.500 6.840 78.522 78.364

66-65 105 613 718 234 3.800 1.500 1.500 6.840 81.253 77.014

65-56 83 718 801 261 3.800 1.500 1.500 6.840 77.014 78.448

57-56 45 275 320 104 3.800 1.500 1.500 6.840 78.993 78.448

56-55 8 1121 1129 368 3.800 1.500 1.500 6.840 78.448 78.364

55-48 44 1406 1450 472 3.800 1.500 1.500 6.840 78.364 77.893

65-47 51 718 769 250 3.800 1.500 1.500 6.840 77.014 77.248

46-47 101 2610 2711 883 3.800 1.636 1.500 7.458 79.854 77.248

47-48 85 3480 3565 1161 3.757 2.151 1.500 9.696 77.248 77.893

80-81 90 292 382 124 3.800 1.500 1.500 6.840 77.605 76.788

48-81 59 5344 5403 1760 3.628 3.260 1.630 14.192 77.893 76.788

83-82 90 343 434 141 3.800 1.500 1.500 6.840 76.827 75.791

89-82 52 0 52 17 3.800 1.500 1.500 6.840 79.090 75.791

81-82 53 5785 5838 1902 3.603 3.522 1.761 15.225 76.788 75.791

192-190 85 1764 1849 602 3.800 1.500 1.500 6.840 71.060 70.802

191-190 73 0 73 24 3.800 1.500 1.500 6.840 70.234 70.802

190-189 47 1923 1970 642 3.800 1.500 1.500 6.840 70.802 69.319

188-189 82 9966 10048 3273 3.410 6.062 3.031 24.805 70.251 69.319

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 62

NOMBRE DE LA CALLE TRAMO

280-288

285-286

286-287

287-288

288-275

49-48

54-55

66-65

65-56

57-56

56-55

55-48

65-47

46-47

47-48

80-81

48-81

83-82

89-82

81-82

192-190

191-190

190-189

188-189

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

14.215 14 38.400 46 18" 0.003 1525.021 9.289 0.121 0.628

42.514 43 23.886 25 10" 0.003 557.467 11.002 0.163 0.849

0.364 4 37.292 38 15" 0.003 501.293 4.397 0.181 0.944

0.000 4 37.297 38 15" 0.003 501.293 4.397 0.181 0.945

-3.642 4 56.467 61 24" 0.003 1755.545 6.015 0.157 0.815

4.955 5 7.301 20 8" 0.003 104.844 3.233 0.014 0.065

1.766 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

40.282 40 4.944 20 8" 0.003 296.544 9.144 0.005 0.023

-17.279 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

12.165 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

10.788 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

10.788 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

-4.623 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

25.721 26 5.536 20 8" 0.003 239.081 7.372 0.006 0.031

-7.621 4 8.677 20 8" 0.003 93.775 2.892 0.016 0.103

9.081 9 6.539 20 8" 0.003 140.663 4.338 0.011 0.049

18.628 19 7.474 20 8" 0.003 204.379 6.302 0.008 0.069

11.453 11 6.297 20 8" 0.003 155.509 4.795 0.010 0.044

63.341 63 4.540 20 8" 0.003 372.159 11.476 0.004 0.018

18.902 19 7.673 20 8" 0.003 204.379 6.302 0.009 0.074

3.044 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

-7.733 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

31.643 32 5.155 20 8" 0.003 265.237 8.179 0.006 0.026

11.377 11 10.209 20 8" 0.003 155.509 4.795 0.019 0.160

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 63

NOMBRE DE LA CALLE TRAMO

280-288

285-286

286-287

287-288

288-275

49-48

54-55

66-65

65-56

57-56

56-55

55-48

65-47

46-47

47-48

80-81

48-81

83-82

89-82

81-82

192-190

191-190

190-189

188-189

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.675 1.056 0.234 0.574 6.273 9.812 10.720 26.265 48.737 47.798

0.737 1.122 0.273 0.707 8.104 12.347 6.935 17.970 52.680 51.048

0.759 1.137 0.288 0.774 3.339 5.001 10.986 29.482 51.048 50.512

0.759 1.137 0.288 0.774 3.339 5.001 10.988 29.492 50.512 50.056

0.728 1.115 0.267 0.686 4.380 6.705 16.306 41.827 47.798 47.519

0.358 0.564 0.084 0.173 1.157 1.823 1.698 3.517 77.566 77.116

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 77.773 77.416

0.261 0.413 0.051 0.105 2.387 3.780 1.041 2.131 80.431 76.222

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.222 75.889

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 77.645 77.107

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.889 75.804

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 75.804 75.324

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.222 76.019

0.279 0.453 0.057 0.121 2.055 3.337 1.152 2.462 75.231 72.597

0.370 0.646 0.088 0.217 1.070 1.867 1.790 4.413 72.597 72.258

0.327 0.517 0.073 0.150 1.420 2.242 1.478 3.049 76.835 76.024

0.300 0.574 0.063 0.178 1.889 3.620 1.289 3.626 72.258 71.131

0.318 0.502 0.069 0.143 1.523 2.405 1.410 2.904 76.061 75.066

0.244 0.386 0.046 0.094 2.795 4.430 0.936 1.912 78.372 75.091

0.307 0.586 0.066 0.185 1.934 3.696 1.337 3.753 71.131 70.128

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 68.066 67.726

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 69.534 69.240

0.270 0.427 0.054 0.111 2.208 3.496 1.097 2.247 67.726 66.226

0.393 0.732 0.097 0.270 1.884 3.510 1.967 5.487 65.989 65.088

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 64

NOMBRE DE LA CALLE TRAMO

280-288

285-286

286-287

287-288

288-275

49-48

54-55

66-65

65-56

57-56

56-55

55-48

65-47

46-47

47-48

80-81

48-81

83-82

89-82

81-82

192-190

191-190

190-189

188-189

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

48.280 47.341 21.078 21.064 1623.939 7.707 1616.232

52.426 50.794 17.642 17.660 536.051 3.037 533.014

50.667 50.131 17.787 18.274 2413.240 13.384 2399.856

50.131 49.675 18.274 18.730 2108.581 11.397 2097.184

47.189 46.909 21.216 21.751 1954.376 9.097 1945.279

77.363 76.913 0.876 0.880 59.216 6.746 52.470

77.569 77.213 0.852 1.052 63.681 6.689 56.992

80.228 76.018 0.925 0.895 71.835 7.894 63.941

76.018 75.686 0.895 2.662 110.721 6.226 104.495

77.442 76.904 1.451 1.444 48.633 3.360 45.273

75.686 75.601 2.662 2.663 15.472 0.581 14.891

75.601 75.121 2.663 2.672 87.386 3.275 84.110

76.018 75.816 0.895 1.332 42.326 3.801 38.526

75.028 72.394 4.726 4.754 360.247 7.600 352.647

72.394 72.055 4.754 5.738 333.183 6.351 326.832

76.632 75.821 0.874 0.867 58.766 6.752 52.013

72.055 70.928 5.738 5.760 255.840 4.450 251.391

75.858 74.863 0.868 0.827 57.524 6.784 50.740

78.169 74.887 0.821 0.803 31.727 3.907 27.820

70.928 69.925 5.760 5.766 228.053 3.957 224.096

67.863 67.523 3.098 3.179 200.122 6.377 193.746

69.330 69.037 0.803 1.665 67.990 5.509 62.480

67.523 66.023 3.179 3.196 112.029 3.515 108.514

65.786 64.884 4.365 4.334 267.416 6.148 261.268

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 65

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

187-172 52 169911 169962 55369 2.224 102.535 51.267 273.603 69.192 69.005

173-172 81 136297 136378 44428 2.313 82.274 41.137 228.326 69.409 69.005

172-171 47 306341 306388 99812 2.170 184.837 92.419 481.316 69.005 68.505

165-171 81 65778 65858 21455 2.622 39.731 19.865 125.003 68.818 68.505

208-209 23 2283 2306 751 3.800 1.500 1.500 6.840 73.438 73.066

209-210 31 2306 2337 761 3.800 1.500 1.500 6.840 73.066 72.044

210-211 44 2337 2381 776 3.800 1.500 1.500 6.840 72.044 71.201

214-211 65 43 108 35 3.800 1.500 1.500 6.840 75.660 71.201

259-260 116 1374 1490 485 3.800 1.500 1.500 6.840 75.829 76.207

246-245 31 99 131 43 3.800 1.500 1.500 6.840 80.228 78.838

245-260 52 131 183 60 3.800 1.500 1.500 6.840 78.838 76.207

260-261 63 1673 1737 566 3.800 1.500 1.500 6.840 76.207 74.432

250-251 92 50 142 46 3.800 1.500 1.500 6.840 82.730 78.246

254-252 92 0 92 30 3.800 1.500 1.500 6.840 84.182 81.623

253-252 20 0 20 7 3.800 1.500 1.500 6.840 83.122 81.623

252-251 52 112 164 54 3.800 1.500 1.500 6.840 81.623 78.246

251-244 49 306 355 116 3.800 1.500 1.500 6.840 78.246 75.935

245-244 60 131 191 62 3.800 1.500 1.500 6.840 78.838 75.935

244-243 24 546 571 186 3.800 1.500 1.500 6.840 75.935 76.886

240-241 120 0 120 39 3.800 1.500 1.500 6.840 82.857 77.702

241-243 18 120 138 45 3.800 1.500 1.500 6.840 77.702 76.886

243-261 68 709 777 253 3.800 1.500 1.500 6.840 76.886 74.432

261-228 63 2514 2577 839 3.800 1.555 1.500 7.089 74.432 73.522

240-239 50 0 50 16 3.800 1.500 1.500 6.840 82.857 84.513

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 66

NOMBRE DE LA CALLE TRAMO

187-172

173-172

172-171

165-171

208-209

209-210

210-211

214-211

259-260

246-245

245-260

260-261

250-251

254-252

253-252

252-251

251-244

245-244

244-243

240-241

241-243

243-261

261-228

240-239

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

3.629 4 30.361 30 12" 0.003 276.481 3.789 0.185 0.990

4.982 5 27.207 30 12" 0.003 309.115 4.236 0.133 0.739

10.592 11 31.040 38 15" 0.003 831.301 7.292 0.111 0.579

3.884 4 22.633 25 10" 0.003 170.026 3.356 0.117 0.735

16.006 16 5.870 20 8" 0.003 187.551 5.783 0.008 0.036

32.971 33 5.125 20 8" 0.003 269.349 8.306 0.006 0.025

19.296 19 5.684 20 8" 0.003 204.379 6.302 0.007 0.033

68.120 68 4.475 20 8" 0.003 386.646 11.923 0.004 0.018

-3.256 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

44.243 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022

50.343 50 4.741 20 8" 0.003 331.546 10.224 0.005 0.021

27.957 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028

48.959 49 4.759 20 8" 0.003 328.214 10.121 0.005 0.021

27.936 28 5.285 20 8" 0.003 248.106 7.651 0.006 0.028

74.140 74 4.405 20 8" 0.003 403.343 12.438 0.004 0.017

64.367 64 4.527 20 8" 0.003 375.101 11.567 0.004 0.018

46.803 47 4.796 20 8" 0.003 321.446 9.912 0.005 0.021

48.247 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021

-39.173 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

43.015 43 4.877 20 8" 0.003 307.463 9.481 0.005 0.022

44.279 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022

36.016 36 5.042 20 8" 0.003 281.326 8.675 0.005 0.024

14.465 14 6.100 20 8" 0.003 175.438 5.410 0.009 0.040

-32.938 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 67

NOMBRE DE LA CALLE TRAMO

187-172

173-172

172-171

165-171

208-209

209-210

210-211

214-211

259-260

246-245

245-260

260-261

250-251

254-252

253-252

252-251

251-244

245-244

244-243

240-241

241-243

243-261

261-228

240-239

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.764 1.140 0.292 0.810 2.896 4.320 8.890 24.699 61.350 61.144

0.695 1.094 0.246 0.639 2.944 4.635 7.510 19.488 62.277 61.872

0.660 1.036 0.225 0.546 4.809 7.557 8.578 20.807 61.144 60.625

0.669 1.093 0.231 0.637 2.245 3.668 5.862 16.188 62.469 62.147

0.300 0.474 0.064 0.131 1.735 2.743 1.291 2.653 71.596 71.224

0.269 0.426 0.054 0.110 2.232 3.534 1.089 2.231 71.224 70.201

0.292 0.462 0.061 0.125 1.842 2.913 1.240 2.546 70.201 69.371

0.241 0.382 0.045 0.092 2.870 4.550 0.919 1.878 74.386 69.935

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 74.003 73.539

0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 79.519 78.135

0.252 0.400 0.049 0.099 2.579 4.087 0.988 2.020 78.120 75.507

0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 73.539 71.761

0.253 0.401 0.049 0.100 2.561 4.058 0.993 2.030 81.998 77.509

0.276 0.436 0.056 0.114 2.108 3.337 1.132 2.320 83.478 80.912

0.238 0.377 0.044 0.091 2.956 4.686 0.901 1.841 82.419 80.923

0.243 0.385 0.046 0.094 2.810 4.454 0.933 1.905 80.903 77.546

0.255 0.403 0.049 0.101 2.524 3.999 1.002 2.050 77.509 75.189

0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 78.120 75.232

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 75.189 75.092

0.258 0.409 0.050 0.103 2.447 3.877 1.024 2.094 82.155 77.002

0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 76.996 76.186

0.265 0.420 0.053 0.108 2.301 3.643 1.067 2.185 75.092 72.639

0.306 0.489 0.066 0.137 1.656 2.646 1.332 2.788 71.761 70.880

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 82.155 81.954

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 68

NOMBRE DE LA CALLE TRAMO

187-172

173-172

172-171

165-171

208-209

209-210

210-211

214-211

259-260

246-245

245-260

260-261

250-251

254-252

253-252

252-251

251-244

245-244

244-243

240-241

241-243

243-261

261-228

240-239

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

61.045 60.839 8.047 8.066 353.338 4.386 348.952

61.973 61.568 7.336 7.337 505.141 6.885 498.256

60.763 60.244 8.142 8.161 384.800 4.720 380.080

62.215 61.893 6.503 6.512 419.236 6.442 412.793

71.393 71.021 1.945 1.945 33.889 1.742 32.146

71.021 69.998 1.945 1.946 45.221 2.325 42.897

69.998 69.168 1.946 1.933 63.521 3.276 60.246

74.183 69.732 1.377 1.369 67.426 4.910 62.516

73.800 73.336 1.930 2.771 204.335 8.694 195.641

79.315 77.932 0.813 0.805 19.079 2.358 16.721

77.917 75.304 0.821 0.803 31.833 3.920 27.914

73.336 71.558 2.771 2.774 131.996 4.761 127.235

81.794 77.306 0.835 0.839 57.524 6.870 50.655

83.275 80.709 0.808 0.814 55.710 6.872 48.838

82.215 80.719 0.806 0.803 12.200 1.516 10.684

80.700 77.342 0.822 0.803 31.985 3.935 28.050

77.306 74.986 0.839 0.849 31.251 3.702 27.549

77.917 75.029 0.821 0.806 36.714 4.512 32.202

74.986 74.889 0.849 1.897 24.989 1.820 23.169

81.952 76.798 0.805 0.803 72.279 8.989 63.290

76.793 75.983 0.808 0.803 11.134 1.382 9.752

74.889 72.436 1.897 1.896 96.900 5.110 91.790

71.558 70.677 2.774 2.744 130.213 4.720 125.493

81.952 81.751 0.805 2.662 65.353 3.770 61.583

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 69

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

239-236 94 50 145 47 3.800 1.500 1.500 6.840 84.513 80.392

239-238 50 50 101 33 3.800 1.500 1.500 6.840 84.513 86.109

238-237 40 101 140 46 3.800 1.500 1.500 6.840 86.109 82.404

237-236 76 140 216 70 3.800 1.500 1.500 6.840 82.404 80.392

236-235 5 361 366 119 3.800 1.500 1.500 6.840 80.392 80.344

235-242 51 366 417 136 3.800 1.500 1.500 6.840 80.344 77.901

241-242 20 120 140 46 3.800 1.500 1.500 6.840 77.702 77.901

242-229 51 557 607 198 3.800 1.500 1.500 6.840 77.901 77.419

229-228 111 607 718 234 3.800 1.500 1.500 6.840 77.419 73.522

228-227 62 3295 3357 1094 3.775 2.025 1.500 9.174 73.522 73.858

229-230 54 607 661 215 3.800 1.500 1.500 6.840 77.419 74.824

234-233 107 0 107 35 3.800 1.500 1.500 6.840 80.411 77.847

235-233 52 366 418 136 3.800 1.500 1.500 6.840 80.344 77.847

233-231 52 525 577 188 3.800 1.500 1.500 6.840 77.847 75.351

232-231 38 0 38 12 3.800 1.500 1.500 6.840 75.741 75.351

231-230 51 615 666 217 3.800 1.500 1.500 6.840 75.351 74.824

230-227 96 1328 1423 464 3.800 1.500 1.500 6.840 74.824 73.858

265-264 69 0 69 23 3.800 1.500 1.500 6.840 74.824 70.790

264-263 38 69 107 35 3.800 1.500 1.500 6.840 70.790 70.558

263-226 46 107 153 50 3.800 1.500 1.500 6.840 70.558 71.959

227-226 47 4780 4828 1573 3.665 2.912 1.500 12.808 73.858 71.959

211-212 43 2489 2532 825 3.800 1.528 1.500 6.966 71.201 70.272

213-212 56 0 56 18 3.800 1.500 1.500 6.840 75.258 70.272

212-223 95 2588 2684 874 3.800 1.619 1.500 7.383 70.272 70.796

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 70

NOMBRE DE LA CALLE TRAMO

239-236

239-238

238-237

237-236

236-235

235-242

241-242

242-229

229-228

228-227

229-230

234-233

235-233

233-231

232-231

231-230

230-227

265-264

264-263

263-226

227-226

211-212

213-212

212-223

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

43.613 44 4.856 20 8" 0.003 311.018 9.591 0.005 0.022

-31.741 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

92.968 93 4.220 20 8" 0.003 452.168 13.943 0.003 0.015

26.486 26 5.359 20 8" 0.003 239.081 7.372 0.006 0.029

9.751 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

48.082 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021

-9.944 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

9.537 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

35.128 35 5.069 20 8" 0.003 277.391 8.554 0.005 0.025

-5.422 4 8.499 20 8" 0.003 93.775 2.892 0.016 0.098

48.009 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021

23.908 24 5.440 20 8" 0.003 229.702 7.083 0.007 0.030

47.997 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021

47.997 48 4.777 20 8" 0.003 324.847 10.017 0.005 0.021

10.334 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

10.334 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

10.103 10 6.411 20 8" 0.003 148.272 4.572 0.010 0.046

58.271 58 4.611 20 8" 0.003 357.086 11.011 0.004 0.019

6.112 6 7.055 20 8" 0.003 114.851 3.542 0.013 0.060

-30.768 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

40.039 40 6.254 20 8" 0.003 296.544 9.144 0.005 0.043

21.740 22 5.568 20 8" 0.003 219.923 6.782 0.007 0.032

88.782 89 4.255 20 8" 0.003 442.337 13.640 0.003 0.015

-5.494 4 7.834 20 8" 0.003 93.775 2.892 0.016 0.079

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 71

NOMBRE DE LA CALLE TRAMO

239-236

239-238

238-237

237-236

236-235

235-242

241-242

242-229

229-228

228-227

229-230

234-233

235-233

233-231

232-231

231-230

230-227

265-264

264-263

263-226

227-226

211-212

213-212

212-223

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.257 0.407 0.050 0.103 2.467 3.908 1.018 2.083 81.954 77.797

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 81.954 81.753

0.229 0.364 0.042 0.086 3.200 5.075 0.855 1.744 81.753 78.047

0.279 0.441 0.057 0.116 2.055 3.251 1.152 2.362 78.047 76.073

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 76.073 76.023

0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 76.023 73.585

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 76.996 76.916

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 73.585 73.079

0.266 0.422 0.053 0.108 2.278 3.608 1.074 2.200 73.079 69.196

0.370 0.635 0.088 0.211 1.070 1.837 1.790 4.293 69.196 68.947

0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 73.079 70.484

0.282 0.446 0.058 0.118 1.998 3.162 1.173 2.407 79.711 77.138

0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 76.023 73.526

0.254 0.402 0.049 0.100 2.543 4.029 0.997 2.040 73.526 71.030

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 75.028 74.651

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 71.030 70.520

0.322 0.509 0.071 0.146 1.473 2.326 1.442 2.972 70.484 69.528

0.247 0.391 0.047 0.096 2.716 4.304 0.954 1.950 74.105 70.090

0.348 0.549 0.080 0.166 1.233 1.944 1.627 3.364 70.086 69.858

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 69.858 69.676

0.261 0.499 0.051 0.142 2.387 4.562 1.041 2.879 68.947 67.051

0.286 0.455 0.059 0.122 1.939 3.084 1.198 2.480 69.371 68.432

0.231 0.366 0.042 0.087 3.151 4.998 0.863 1.762 74.558 69.560

0.370 0.596 0.088 0.190 1.070 1.724 1.790 3.856 68.432 68.050

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 72

NOMBRE DE LA CALLE TRAMO

239-236

239-238

238-237

237-236

236-235

235-242

241-242

242-229

229-228

228-227

229-230

234-233

235-233

233-231

232-231

231-230

230-227

265-264

264-263

263-226

227-226

211-212

213-212

212-223

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

81.751 77.594 2.662 2.698 189.911 7.086 182.825

81.751 81.550 2.662 4.459 134.227 3.770 130.457

81.550 77.844 4.459 4.460 133.277 2.989 130.288

77.844 75.869 4.460 4.423 252.949 5.695 247.254

75.869 75.820 4.423 4.424 16.576 0.375 16.201

75.820 73.381 4.424 4.420 168.453 3.809 164.644

76.793 76.713 0.808 1.089 14.297 1.507 12.789

73.381 72.875 4.420 4.443 168.203 3.795 164.407

72.875 68.992 4.443 4.429 369.147 8.321 360.826

68.992 68.744 4.429 5.013 219.567 4.650 214.916

72.875 70.281 4.443 4.443 180.110 4.054 176.056

79.507 76.934 0.803 0.813 64.974 8.040 56.934

75.820 73.323 4.424 4.424 172.569 3.901 168.669

73.323 70.827 4.424 4.424 172.576 3.901 168.675

74.825 74.448 0.816 0.803 22.903 2.829 20.074

70.827 70.317 4.424 4.407 168.960 3.826 165.134

70.281 69.325 4.443 4.433 318.352 7.173 311.179

73.902 69.887 0.822 0.803 42.184 5.191 36.993

69.883 69.655 0.807 0.803 22.937 2.848 20.089

69.655 69.473 0.803 2.386 54.455 3.415 51.040

68.744 66.848 5.013 5.012 178.264 3.556 174.708

69.168 68.229 1.933 1.944 62.084 3.203 58.881

74.355 69.357 0.803 0.815 34.083 4.211 29.872

68.229 67.847 1.944 2.849 171.403 7.152 164.251

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 73

HABITACIONAL Coef. Previsión = 1.20

POBLACION = 10000 Hab Coef. Harmon =2.95

DENSIDAD POBLACION = 0.33 Hab/m Long. total red = 30696.48m

DOTACION = 200 l/Hab/Día

APORTACION = 160 l/Hab/Día

Qmin = 9.26 lps GASTO MINIMO = 9.26 lps

Qmed = 18.52 lps GASTO MEDIO = 18.52 lps

Qmax inst = 54.72 lps GASTO MAX. INST. = 54.72 lps

Qmax prev = 65.66 lps GASTO MAX. PREV. = 65.66 lps

NOMBRE DE LA CALLE TRAMO

LONGITUD(m)

POBLACION

GASTOS(lps) COTAS TERRENO(m)

Tramo Tributaria Total Qmed Qmin QMax Prev Inicial Final

COEF. HARMON

226-223 28 4981 5008 1631 3.653 3.021 1.511 13.243 71.959 70.796

180-224 52 446 499 163 3.800 1.500 1.500 6.840 71.249 71.124

225-224 96 0 96 31 3.800 1.500 1.500 6.840 75.258 71.124

224-223 41 594 635 207 3.800 1.500 1.500 6.840 71.124 70.796

275-276 80 2015788 2015869 656710 2.170 1216.130 608.065 3166.801 68.760 68.510

189-266 76 12018 12094 3940 3.339 7.296 3.648 29.236 69.319 68.950

266-267 63 12094 12157 3961 3.337 7.334 3.667 29.371 68.950 68.587

267-268 81 12157 12238 3987 3.335 7.383 3.691 29.543 68.587 69.074

268-269 64 12238 12302 4008 3.333 7.422 3.711 29.680 69.074 69.112

112-113 0 98616 98617 32126 2.448 59.493 29.747 174.773 73.542 73.537

197-198 30 1490 1520 495 3.800 1.500 1.500 6.840 73.333 72.932

39-40 179 0 179 58 3.800 1.500 1.500 6.840 81.094 78.942

202-203 82 1230 1312 428 3.800 1.500 1.500 6.840 74.509 72.042

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 74

NOMBRE DE LA CALLE TRAMO

226-223

180-224

225-224

224-223

275-276

189-266

266-267

267-268

268-269

112-113

197-198

39-40

202-203

PENDIENTE(m/km) DIAMETRO TUBO LLENO RELACION DE GASTOS

Terreno Propuesta Cálculo (cm) Pulg. Qll (lps) Vll (m/s) Qmin/Qll Qmax/Qll

Coef. Rug. ManningComercial

(cm)

42.245 42 6.276 20 8" 0.003 303.867 9.370 0.005 0.044

2.398 4 7.613 20 8" 0.003 93.775 2.892 0.016 0.073

43.241 43 4.877 20 8" 0.003 307.463 9.481 0.005 0.022

8.048 8 6.685 20 8" 0.003 132.618 4.089 0.011 0.052

3.115 4 76.054 76 30" 0.003 3183.014 6.980 0.191 0.995

4.841 5 12.588 20 8" 0.003 104.844 3.233 0.035 0.279

5.753 6 12.186 20 8" 0.003 114.851 3.542 0.032 0.256

-6.053 4 13.177 20 8" 0.003 93.775 2.892 0.039 0.315

-0.593 4 13.200 20 8" 0.003 93.775 2.892 0.040 0.316

16.031 16 19.789 20 8" 0.003 187.551 5.783 0.159 0.932

13.417 13 6.103 20 8" 0.003 169.056 5.213 0.009 0.040

11.999 12 6.195 20 8" 0.003 162.424 5.009 0.009 0.042

29.955 30 5.218 20 8" 0.003 256.814 7.919 0.006 0.027

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 75

NOMBRE DE LA CALLE TRAMO

226-223

180-224

225-224

224-223

275-276

189-266

266-267

267-268

268-269

112-113

197-198

39-40

202-203

RELACION VELOCIDAD RELACION TIRANTES VELOCIDAD (m/s) TIRANTE (cm) COTA CLAVE (m)

Vmin/Vll Vmax/Vll ymin/D ymax/D Vmin Vmax ymin ymax Inicial Final

0.260 0.500 0.051 0.142 2.433 4.687 1.033 2.891 67.051 65.895

0.370 0.583 0.088 0.183 1.070 1.685 1.790 3.714 67.100 66.890

0.258 0.409 0.050 0.103 2.447 3.877 1.024 2.094 74.535 70.424

0.333 0.526 0.075 0.154 1.363 2.151 1.520 3.137 66.890 66.565

0.771 1.140 0.296 0.815 5.379 7.957 22.569 62.105 46.887 46.565

0.468 0.857 0.128 0.361 1.512 2.770 2.594 7.338 65.088 64.707

0.456 0.837 0.122 0.345 1.614 2.963 2.489 7.008 64.707 64.328

0.485 0.886 0.135 0.386 1.403 2.562 2.753 7.835 64.328 64.006

0.486 0.887 0.136 0.387 1.405 2.565 2.760 7.855 64.006 63.749

0.731 1.136 0.269 0.764 4.227 6.570 5.472 15.533 58.034 58.029

0.310 0.489 0.067 0.137 1.614 2.551 1.355 2.789 70.329 69.941

0.313 0.495 0.068 0.140 1.570 2.480 1.381 2.844 80.380 78.227

0.273 0.432 0.055 0.112 2.159 3.418 1.114 2.282 71.501 69.030

TABLA DE CALCULO HIDRAULICO PARA ALCANTARILLADO SANITARIOProyecto: DRENAJE COL. AEROPUERTO Autor: RMB

Página 76

NOMBRE DE LA CALLE TRAMO

226-223

180-224

225-224

224-223

275-276

189-266

266-267

267-268

268-269

112-113

197-198

39-40

202-203

COTA BATEA (m) PROFUNDIDAD (m) VOLUMENES (m3)

OBSERVACIONES

Inicial Final Pozo Media Excavación Plantilla Relleno

66.848 65.692 5.012 5.005 103.388 2.064 101.324

66.896 66.687 4.253 4.337 168.785 3.930 164.855

74.331 70.221 0.826 0.803 58.416 7.170 51.246

66.687 66.361 4.337 4.335 132.277 3.051 129.227

46.125 45.803 22.535 22.606 2720.109 12.052 2708.058

64.884 64.504 4.334 4.346 247.776 5.709 242.067

64.504 64.125 4.346 4.362 206.324 4.739 201.585

64.125 63.803 4.362 5.172 287.971 6.041 281.930

63.803 63.546 5.172 5.466 255.728 4.808 250.920

57.831 57.826 15.611 15.611 3.634 0.023 3.611

70.126 69.738 3.107 3.094 69.432 2.239 67.193

80.176 78.024 0.818 0.818 110.030 13.452 96.578

71.298 68.827 3.111 3.115 192.308 6.178 186.131