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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
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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
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400 7.90 384.20450 8.90 432.20500 9.80 480.40630 12.30 605.40
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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
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0.38420.43220.48040.6054
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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
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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 0.152 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
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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
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400 9.80 380.40450 11.00 428.00500 12.30 475.40630 15.40 599.20
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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
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0.38040.42800.47540.5992
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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
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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 0.106 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
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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
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400 11.70 376.60450 13.20 423.60500 14.60 470.80630 18.40 593.20
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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
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0.37660.42360.47080.5932
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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
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SERIE25SERIE 20SERIE16.7