Calculo Capacidad en Tuberia de Seccion Circular-Manning
2
CAPACIDAD HIDRAULICA DE CONDUCTOS C Tramo Area (m2) BV1-BV2 254 140 0.009 0.0507 0.7980 BV2-BV3 192 13.73 0.009 0.0290 0.6032 BV3-BV4 192 36.91 0.009 0.0290 0.6032 BV4-BV5 192 8 0.009 0.0290 0.6032 BV5-BV6 192 27.91 0.009 0.0290 0.6032 BV6-BV7 192 27.91 0.009 0.0290 0.6032 BV7-BV8 192 72.61 0.009 0.0290 0.6032 BV8-BV9 192 72.61 0.009 0.0290 0.6032 BV4-BV10 192 66.66 0.009 0.0290 0.6032 BV10-BV11 192 66.66 0.009 0.0290 0.6032 BV11-BV12 192 66.66 0.009 0.0290 0.6032 BV12-BV13 192 27.54 0.009 0.0290 0.6032 BV14-BV15 192 50 0.009 0.0290 0.6032 BV15-BV16 192 105.2 0.009 0.0290 0.6032 BV16-BV17 192 55.31 0.009 0.0290 0.6032 BV17-BV18 192 33.07 0.009 0.0290 0.6032 BV18-BV19 192 33.07 0.009 0.0290 0.6032 BV19-BV20 192 33.07 0.009 0.0290 0.6032 BV20-BV21 192 21.39 0.009 0.0290 0.6032 BV21-BV22 192 21.39 0.009 0.0290 0.6032 Diametro Int. (mm) Pendiente (%o) Rugosidad "n" Perimetro Mojado
-
Upload
jean-carlos-ramirez-ramirez -
Category
Documents
-
view
32 -
download
0
description
MANINIIG
Transcript of Calculo Capacidad en Tuberia de Seccion Circular-Manning
CAPACIDAD HIDRAULICA DE CONDUCTOS CIRCULARES
Tramo Area (m2)
BV1-BV2 254 140 0.009 0.0507 0.7980 0.0635 6.62BV2-BV3 192 13.73 0.009 0.0290 0.6032 0.0480 1.72BV3-BV4 192 36.91 0.009 0.0290 0.6032 0.0480 2.82BV4-BV5 192 8 0.009 0.0290 0.6032 0.0480 1.31BV5-BV6 192 27.91 0.009 0.0290 0.6032 0.0480 2.45BV6-BV7 192 27.91 0.009 0.0290 0.6032 0.0480 2.45BV7-BV8 192 72.61 0.009 0.0290 0.6032 0.0480 3.95BV8-BV9 192 72.61 0.009 0.0290 0.6032 0.0480 3.95
BV4-BV10 192 66.66 0.009 0.0290 0.6032 0.0480 3.79BV10-BV11 192 66.66 0.009 0.0290 0.6032 0.0480 3.79BV11-BV12 192 66.66 0.009 0.0290 0.6032 0.0480 3.79BV12-BV13 192 27.54 0.009 0.0290 0.6032 0.0480 2.44BV14-BV15 192 50 0.009 0.0290 0.6032 0.0480 3.28BV15-BV16 192 105.2 0.009 0.0290 0.6032 0.0480 4.76BV16-BV17 192 55.31 0.009 0.0290 0.6032 0.0480 3.45BV17-BV18 192 33.07 0.009 0.0290 0.6032 0.0480 2.67BV18-BV19 192 33.07 0.009 0.0290 0.6032 0.0480 2.67BV19-BV20 192 33.07 0.009 0.0290 0.6032 0.0480 2.67BV20-BV21 192 21.39 0.009 0.0290 0.6032 0.0480 2.15BV21-BV22 192 21.39 0.009 0.0290 0.6032 0.0480 2.15
Diametro Int. (mm)
Pendiente (%o)
Rugosidad "n"
Perimetro Mojado
Radio Hidraulico
Velocidad (m/seg)
CAPACIDAD HIDRAULICA DE CONDUCTOS CIRCULARES
335.3049.7981.6338.0070.9870.98
114.49114.49109.70109.70109.7070.5195.01
137.8199.9377.2777.2777.2762.1462.14
Capacidad (l/seg)
