CALCULO RUGOSIDAD EN CANALESANCHO DEL CANAL80mmTEMPERATURA19.3C

RUGOSIDAD EN CANALES - CANAL LISOPENDIENTE% PENDIENTEY1(mm)Y2(mm)Y3(mm)Yn(m)VOLUMEN (lt)VOLUMEN mTIEMPO(s)(CAUDAL) (m/s)CAUDAL PROMEDIO (m/s)ANCHO DE CANAL (m)AREA(m)VELOCIDAD (m/s)RADIO HIDRAULICO (m)COEFICIENTE METRICOn MANNING(Q)n MANNING(V)REYNOLDSTIPO DE FLUJOFROUDECHEZYRH*S(RH*S)^1/2((RH)^1/2)*((S)^1/2)0.50.005484336.50.042550.0053.1430.001590.001550.080.00340.45650.02061.0000547960.116440.116449370.47Turbulento0.714.500.05310.10150.10150.0053.2510.001540.0053.2740.0015310.013533280.032050.0053.0990.001610.001600.080.00260.62590.01781.0000547960.108840.1088411084.90Turbulento1.124.690.06810.13330.13330.0053.0740.001630.0053.1910.001571.50.01530.527.5250.027750.0053.1080.001610.001610.080.00220.72600.01641.0000547960.108700.1087011828.55Turbulento1.394.640.07890.15660.15660.0053.0990.001610.0053.1280.0016020.0227.524220.024550.0053.1810.001570.001590.080.00200.81180.01521.0000547960.106870.1068712288.10Turbulento1.664.660.08680.17430.17430.0053.1480.001590.0053.0990.001612.50.02525.522200.022550.0053.0970.001610.001610.080.00180.89180.01441.0000547960.104950.1049512792.82Turbulento1.904.700.09360.18970.18970.0053.1360.001590.0053.1120.0016130.0323.520.518.50.020850.0053.2050.001560.001540.080.00170.92420.01371.0000547960.107300.1073012612.15Turbulento2.044.560.09920.20270.20270.0053.180.001570.0053.3590.00149

ANCHO DEL CANAL80mmTEMPERATURA19.3C

RUGOSIDAD EN CANALES - CANAL RUGOSOPENDIENTE% PENDIENTEY1(mm)Y2 (mm)Y3 (mm)Yn(m)VOLUMEN (lt)VOLUMEN (m)TIEMPO(s)(CAUDAL) (m/s)CAUDAL PROMEDIO (m/s)ANCHO DE CANAL (m)AREA(m)VELOCIDAD (m/s)RADIO HIDRAULICO (m)COEFICIENTE METRICOn MANNING (Q)n MANNING (V)REYNOLDSTIPO DE FLUJOFROUDECHEZYRH*S(RH*S)^1/2((RH)^1/2)*((S)^1/2)0.50.0055753460.052050.0052.8990.001720.001700.080.00420.40800.02261.0000547960.138590.138599188.51Turbulento0.573.840.05650.10630.10630.0052.9910.001670.0052.950.0016910.014544400.043050.0052.8570.001750.001750.080.00340.50930.02071.0000547960.148130.1481310514.92Turbulento0.783.540.07540.14400.14400.0052.8880.001730.0052.8170.001771.50.015403838.50.038850.0052.9030.001720.001680.080.00310.54220.01971.0000547960.164810.1648110642.33Turbulento0.883.150.08930.17190.17190.0053.1010.001610.0052.910.0017220.023332.5340.033250.0052.9760.001680.001680.080.00270.63290.01811.0000547960.154230.1542311432.23Turbulento1.113.320.09760.19040.19040.0052.8980.001730.0053.0630.001632.50.0252827300.028350.0052.9030.001720.001700.080.00230.75070.01661.0000547960.136980.1369812403.66Turbulento1.423.690.10280.20360.20360.0052.9010.001720.0053.0140.0016630.032422.527.50.024750.0053.0630.001630.001690.080.00200.85550.01531.0000547960.124550.1245513003.65Turbulento1.744.000.10660.21390.21390.0052.8320.001770.00530.00167

GRAFICA CANAL LISOGRAFICAS PARA CANAL LISO

GRAFICA CANAL RUGOSOGRAFICAS PARA CANAL RUGOSO

PERFIL HIDRAULICO CANAL

PERFIL HIDRAULICO CANAL RECTANGULAR

d4d3d2d1321Y3Y2Y180 mm1,12m1,58m1,30m80m

FORMULAS

CAUDALAREAVELOCIDADPERIMETROn DE MANNING

n DE MANNINGREYNOLDSFROUDE

CHEZY