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  • ALUMNO = RUBEN D. CHOQUE HINOJOSA

    DATO n = 0.013 CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN(mm) DN : 110 mm DN : 160 mm DN : 200 mmDInterior ( m) 0.104 0.154 0.192

    PENDIENTE(S) Caudal (Q) Velocidad Caudal Velocidad Caudall/s m/s l/s m/s l/s

    0.0007 1.50 0.18 4.29 0.23 7.80

    0.0008 1.61 0.19 4.59 0.25 8.34

    0.0009 1.70 0.20 4.87 0.26 8.85

    0.001 1.80 0.21 5.13 0.28 9.33

    0.002 2.54 0.30 7.26 0.39 13.19

    0.003 3.11 0.37 8.89 0.48 16.16

    0.004 3.59 0.43 10.26 0.55 18.66

    0.005 4.01 0.48 11.47 0.62 20.860.006 4.40 0.52 12.57 0.68 22.85

    0.007 4.75 0.56 13.57 0.73 24.68

    0.008 5.08 0.60 14.51 0.78 26.380.009 5.39 0.64 15.39 0.83 27.980.010 5.68 0.67 16.22 0.88 29.500.011 5.95 0.71 17.02 0.92 30.940.012 6.22 0.74 17.77 0.96 32.310.013 6.47 0.77 18.50 1.00 33.630.014 6.72 0.80 19.20 1.04 34.90

    0.015 6.95 0.83 19.87 1.07 36.13

  • CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN : 200 mm DN : 250 mm DN : 315 mm DN : 355 mm0.192 0.240 0.303 0.341

    Velocidad Caudal Velocidad Caudal Velocidad Caudalm/s l/s m/s l/s m/s l/s

    0.27 14.14 0.31 26.18 0.36 36.00

    0.29 15.12 0.33 27.99 0.39 38.49

    0.31 16.04 0.35 29.69 0.41 40.83

    0.32 16.90 0.37 31.29 0.44 43.03

    0.45 23.91 0.53 44.25 0.62 60.86

    0.56 29.28 0.65 54.20 0.75 74.54

    0.64 33.81 0.75 62.59 0.87 86.07

    0.72 37.80 0.83 69.97 0.97 96.230.79 41.41 0.91 76.65 1.07 105.41

    0.85 44.72 0.99 82.79 1.15 113.86

    0.91 47.81 1.06 88.51 1.23 121.720.96 50.71 1.12 93.88 1.31 129.101.02 53.45 1.18 98.96 1.38 136.081.07 56.06 1.24 103.79 1.44 142.731.11 58.56 1.29 108.40 1.51 149.071.16 60.95 1.35 112.83 1.57 155.161.20 63.25 1.40 117.09 1.63 161.02

    1.25 65.47 1.45 121.20 1.69 166.67

    DISEO DE REDES DE DESAGES CLOACALESTUBOS DE PVC PARA REDES CLOACALES SERIE 25

    DN e Dint.[mm] [mm] [mm]110 3.20 103.60160 3.20 153.60200 3.90 192.20250 4.90 240.20315 6.20 302.60355 7.00 341.00

  • 400 7.90 384.20450 8.90 432.20500 9.80 480.40630 12.30 605.40

  • CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN : 355 mm DN : 400 mm DN : 450 mm DN : 500 mm0.341 0.384 0.432 0.480

    Velocidad Caudal Velocidad Caudal Velocidad Caudalm/s l/s m/s L/s m/s L/s

    0.39 49.49 0.43 67.74 0.46 89.80

    0.42 52.90 0.46 72.42 0.49 96.00

    0.45 56.11 0.48 76.81 0.52 101.83

    0.47 59.15 0.51 80.96 0.55 107.33

    0.67 83.65 0.72 114.50 0.78 151.79

    0.82 102.45 0.88 140.23 0.96 185.91

    0.94 118.30 1.02 161.93 1.10 214.67

    1.05 132.26 1.14 181.04 1.23 240.001.15 144.88 1.25 198.32 1.35 262.91

    1.25 156.49 1.35 214.21 1.46 283.98

    1.33 167.30 1.44 229.00 1.56 303.581.41 177.45 1.53 242.89 1.66 322.001.49 187.05 1.61 256.03 1.75 339.421.56 196.17 1.69 268.52 1.83 355.981.63 204.90 1.77 280.46 1.91 371.811.70 213.26 1.84 291.92 1.99 387.001.76 221.31 1.91 302.94 2.07 401.60

    1.83 229.08 1.98 313.57 2.14 415.70

    DISEO DE REDES DE DESAGES CLOACALESTUBOS DE PVC PARA REDES CLOACALES SERIE 25

    Dint[m]

    0.10360.15360.19220.24020.30260.3410

  • 0.38420.43220.48040.6054

  • DN : 500 mm DN : 630 mm0.480 0.605

    Velocidad Caudal Velocidadm/s L/s m/s

    0.50 166.39 0.58

    0.53 177.88 0.62

    0.56 188.67 0.66

    0.59 198.87 0.69

    0.84 281.25 0.98

    1.03 344.46 1.20

    1.18 397.74 1.38

    1.32 444.69 1.551.45 487.13 1.69

    1.57 526.17 1.83

    1.68 562.49 1.951.78 596.62 2.071.87 628.89 2.191.96 659.58 2.292.05 688.91 2.392.14 717.04 2.492.22 744.11 2.59

    2.29 770.23 2.68

  • ALUMNO = RUBEN D. CHOQUE HINOJOSA

    DATO n = 0.013 CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN(mm) DN : 110 mm DN : 160 mm DN : 200 mmDInterior ( m) 0.104 0.152 0.190

    PENDIENTE(S) Caudal (Q) Velocidad Caudal Velocidad Caudall/s m/s l/s m/s l/s

    0.0007 1.52 0.18 4.17 0.23 7.57

    0.0008 1.62 0.19 4.46 0.25 8.09

    0.0009 1.72 0.20 4.73 0.26 8.58

    0.001 1.81 0.21 4.99 0.28 9.05

    0.002 2.56 0.30 7.06 0.39 12.79

    0.003 3.14 0.37 8.64 0.48 15.67

    0.004 3.63 0.43 9.98 0.55 18.09

    0.005 4.06 0.48 11.16 0.62 20.230.006 4.44 0.52 12.22 0.67 22.16

    0.007 4.80 0.57 13.20 0.73 23.93

    0.008 5.13 0.60 14.11 0.78 25.590.009 5.44 0.64 14.97 0.83 27.140.010 5.74 0.68 15.78 0.87 28.610.011 6.02 0.71 16.55 0.91 30.000.012 6.28 0.74 17.28 0.95 31.340.013 6.54 0.77 17.99 0.99 32.620.014 6.79 0.80 18.67 1.03 33.85

    0.015 7.02 0.83 19.32 1.07 35.04

  • CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN : 200 mm DN : 250 mm DN : 315 mm DN : 355 mm0.190 0.238 0.300 0.338

    Velocidad Caudal Velocidad Caudal Velocidad Caudalm/s l/s m/s l/s m/s l/s

    0.27 13.74 0.31 25.49 0.36 35.05

    0.29 14.69 0.33 27.26 0.39 37.48

    0.30 15.58 0.35 28.91 0.41 39.75

    0.32 16.42 0.37 30.47 0.43 41.90

    0.45 23.22 0.52 43.09 0.61 59.25

    0.55 28.44 0.64 52.78 0.75 72.57

    0.64 32.84 0.74 60.94 0.86 83.80

    0.71 36.72 0.83 68.14 0.97 93.690.78 40.22 0.91 74.64 1.06 102.63

    0.84 43.44 0.98 80.62 1.14 110.85

    0.90 46.44 1.05 86.19 1.22 118.510.96 49.26 1.11 91.42 1.30 125.701.01 51.93 1.17 96.36 1.37 132.501.06 54.46 1.23 101.07 1.43 138.961.11 56.88 1.28 105.56 1.50 145.141.15 59.20 1.34 109.87 1.56 151.071.19 61.44 1.39 114.02 1.62 156.77

    1.24 63.60 1.43 118.02 1.67 162.27

    DISEO DE REDES DE DESAGES CLOACALESTUBOS DE PVC PARA REDES CLOACALES SERIE 25

    DN e Dint.[mm] [mm] [mm]110 3.00 104.00160 4.00 152.00200 4.90 190.00250 6.20 237.60315 7.70 299.60355 8.70 337.60

  • 400 9.80 380.40450 11.00 428.00500 12.30 475.40630 15.40 599.20

  • CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN : 355 mm DN : 400 mm DN : 450 mm DN : 500 mm0.338 0.380 0.428 0.475

    Velocidad Caudal Velocidad Caudal Velocidad Caudalm/s l/s m/s L/s m/s L/s

    0.39 48.19 0.42 66.00 0.46 87.33

    0.42 51.52 0.45 70.55 0.49 93.36

    0.44 54.65 0.48 74.83 0.52 99.02

    0.47 57.60 0.51 78.88 0.55 104.38

    0.66 81.46 0.72 111.56 0.78 147.62

    0.81 99.77 0.88 136.63 0.95 180.79

    0.94 115.20 1.01 157.76 1.10 208.76

    1.05 128.80 1.13 176.39 1.23 233.401.15 141.09 1.24 193.22 1.34 255.68

    1.24 152.40 1.34 208.70 1.45 276.16

    1.32 162.92 1.43 223.11 1.55 295.231.40 172.80 1.52 236.65 1.65 313.141.48 182.15 1.60 249.45 1.73 330.081.55 191.04 1.68 261.62 1.82 346.191.62 199.54 1.76 273.25 1.90 361.581.69 207.69 1.83 284.41 1.98 376.351.75 215.53 1.90 295.15 2.05 390.55

    1.81 223.09 1.96 305.51 2.12 404.26

    DISEO DE REDES DE DESAGES CLOACALESTUBOS DE PVC PARA REDES CLOACALES SERIE 25

    Dint[m]

    0.10400.15200.19000.23760.29960.3376

  • 0.38040.42800.47540.5992

  • DN : 500 mm DN : 630 mm0.475 0.599

    Velocidad Caudal Velocidadm/s L/s m/s

    0.49 161.88 0.57

    0.53 173.06 0.61

    0.56 183.56 0.65

    0.59 193.49 0.69

    0.83 273.63 0.97

    1.02 335.13 1.19

    1.18 386.97 1.37

    1.32 432.65 1.531.44 473.94 1.68

    1.56 511.92 1.82

    1.66 547.26 1.941.76 580.46 2.061.86 611.86 2.171.95 641.72 2.282.04 670.26 2.382.12 697.63 2.472.20 723.96 2.57

    2.28 749.37 2.66

  • ALUMNO = RUBEN D. CHOQUE HINOJOSA

    DATO n = 0.013 CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN(mm) DN : 110 mm DN : 160 mm DN : 200 mmDInterior ( m) 0.104 0.106 0.188

    PENDIENTE(S) Caudal (Q) Velocidad Caudal Velocidad Caudall/s m/s l/s m/s l/s

    0.0007 1.50 0.18 1.58 0.18 7.38

    0.0008 1.61 0.19 1.69 0.19 7.89

    0.0009 1.70 0.20 1.79 0.20 8.37

    0.001 1.80 0.21 1.89 0.22 8.82

    0.002 2.54 0.30 2.67 0.31 12.47

    0.003 3.11 0.37 3.27 0.37 15.28

    0.004 3.59 0.43 3.78 0.43 17.640.005 4.01 0.48 4.22 0.48 19.720.006 4.40 0.52 4.63 0.53 21.60

    0.007 4.75 0.56 5.00 0.57 23.33

    0.008 5.08 0.60 5.34 0.61 24.950.009 5.39 0.64 5.67 0.65 26.460.010 5.68 0.67 5.97 0.68 27.890.011 5.95 0.71 6.27 0.72 29.250.012 6.22 0.74 6.54 0.75 30.550.013 6.47 0.77 6.81 0.78 31.800.014 6.72 0.80 7.07 0.81 33.00

    0.015 6.95 0.83 7.32 0.84 34.16

  • CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN : 200 mm DN : 250 mm DN : 315 mm DN : 355 mm0.188 0.235 0.297 0.334

    Velocidad Caudal Velocidad Caudal Velocidad Caudalm/s l/s m/s l/s m/s l/s

    0.27 13.40 0.31 24.82 0.36 34.12

    0.28 14.33 0.33 26.53 0.38 36.48

    0.30 15.20 0.35 28.14 0.41 38.69

    0.32 16.02 0.37 29.67 0.43 40.78

    0.45 22.65 0.52 41.95 0.61 57.68

    0.55 27.74 0.64 51.38 0.74 70.64

    0.63 32.04 0.74 59.33 0.86 81.570.71 35.82 0.82 66.33 0.96 91.190.78 39.24 0.90 72.67 1.05 99.90

    0.84 42.38 0.97 78.49 1.14 107.90

    0.90 45.31 1.04 83.91 1.21 115.350.95 48.05 1.10 89.00 1.29 122.351.00 50.65 1.16 93.81 1.36 128.971.05 53.13 1.22 98.39 1.42 135.261.10 55.49 1.28 102.76 1.49 141.281.14 57.75 1.33 106.96 1.55 147.041.19 59.93 1.38 111.00 1.61 152.60

    1.23 62.04 1.43 114.89 1.66 157.95

    DISEO DE REDES DE DESAGES CLOACALESTUBOS DE PVC PARA REDES CLOACALES SERIE 16.7

    DN e Dint.[mm] [mm] [mm]110 3.20 103.60160 4.70 105.60200 5.90 188.20250 7.30 235.40315 9.20 296.60355 10.40 334.20

  • 400 11.70 376.60450 13.20 423.60500 14.60 470.80630 18.40 593.20

  • CAUDALES Y VELOCIDADES PARA TUBERIAS CIRCULARES DE CLOACAS A FLUJO LLENO ( PVC)Calculo de Canales de Seccion Segmento de Circulo en Movimiento Uniforme - Manning

    DN : 355 mm DN : 400 mm DN : 450 mm DN : 500 mm0.334 0.377 0.424 0.471

    Velocidad Caudal Velocidad Caudal Velocidad Caudalm/s l/s m/s L/s m/s L/s

    0.39 46.92 0.42 64.20 0.46 85.10

    0.42 50.16 0.45 68.64 0.49 90.97

    0.44 53.20 0.48 72.80 0.52 96.49

    0.47 56.08 0.50 76.74 0.54 101.71

    0.66 79.31 0.71 108.52 0.77 143.84

    0.81 97.13 0.87 132.91 0.94 176.16

    0.93 112.16 1.01 153.48 1.09 203.421.04 125.40 1.13 171.59 1.22 227.431.14 137.37 1.23 187.97 1.33 249.13

    1.23 148.37 1.33 203.03 1.44 269.10

    1.32 158.62 1.42 217.05 1.54 287.681.40 168.24 1.51 230.21 1.63 305.131.47 177.34 1.59 242.67 1.72 321.631.54 186.00 1.67 254.51 1.81 337.331.61 194.27 1.74 265.83 1.89 352.331.68 202.20 1.82 276.68 1.96 366.721.74 209.83 1.88 287.13 2.04 380.56

    1.80 217.20 1.95 297.20 2.11 393.92

    DISEO DE REDES DE DESAGES CLOACALESTUBOS DE PVC PARA REDES CLOACALES SERIE 16.7

    Dint[m]

    0.10360.10560.18820.23540.29660.3342

  • 0.37660.42360.47080.5932

  • DN : 500 mm DN : 630 mm0.471 0.593

    Velocidad Caudal Velocidadm/s L/s m/s

    0.49 157.60 0.57

    0.52 168.48 0.61

    0.55 178.70 0.65

    0.58 188.36 0.68

    0.83 266.39 0.96

    1.01 326.25 1.18

    1.17 376.73 1.361.31 421.19 1.521.43 461.39 1.67

    1.55 498.36 1.80

    1.65 532.77 1.931.75 565.09 2.051.85 595.66 2.161.94 624.73 2.262.02 652.51 2.362.11 679.15 2.462.19 704.79 2.55

    2.26 729.53 2.64

  • SERIE25SERIE 20SERIE16.7