ESComportamiento de la Energia Especifica. Energia Minima, Tirante Critico yc, Pendiente Critica Sc, Flujo Sub y Super CriticoQ10n 0.016Para So = 50/ 1000b2yn =1.560mm1yc =1.124mSo 0.001Cm =2.8284271247yn =0.533mFr2 = Q2/gT/A3P = b + CmyR= A/PS = (nV/ R2/3)2yA = by + my 2V = Q/AV2/2gE = y + V2/2gT = b + 2my

1.565.551.800.171.735.120.306.410.870.00101.525.351.870.181.705.040.346.300.850.00111.485.151.940.191.674.960.376.190.830.00121.444.952.020.211.654.880.416.070.820.00141.404.762.100.221.624.800.455.960.800.00151.364.572.190.241.604.720.505.850.780.00171.324.382.280.271.594.640.565.730.760.00191.284.202.380.291.574.560.635.620.750.00211.244.022.490.321.564.480.705.510.730.00241.203.842.600.351.554.400.795.390.710.00271.163.672.730.381.5394.320.895.280.690.00311.1243.512.850.411.5374.251.005.180.680.00351.083.342.990.461.5404.171.145.070.660.00401.043.183.150.501.554.091.304.950.640.00461.003.023.320.561.564.011.494.840.620.00530.962.863.500.621.593.931.724.730.600.00610.922.703.700.701.623.851.994.610.590.0072

CalculotirantesCALCULO DE LA PROFUNDIDAD NORMAL Y CRITICATIPOS DE PERFILES DEL FLUJO GRADUALMENTE VARIADOEN CANALES TRAPECIALES SIMETRICOSDatosCalculo de y0Caracteristicas Geometricas paraQ = 10Para ynn = 0.016y'-1 = 0.50977239Seccion con profundidad normalSeccion con pro- fundidad criticaSo=0.05y-1 = 0.510b =2A0 =1.3840640334yn =0.533yc =1.124m =1y0 =0.544A =1.352A =3.5116345666ConstantesPara ycP =3.509P =5.179324246Cm = 2.8284271247A0 =3.3754487655R =0.385R =0.6780101804Fs3/5 =0.8180521461y0 =1.092T =3.067T =4.2481217339k =1.8284271247V =7.399V =2.8476767187Vmax7.8160864263Fr =3.558Fr =1Amin =1.2794126695Q = 10 Sc =0.0034852964fv0.9465824452yn/b =0.266750.5620304335CALCULO DE LA PROFUNDIDAD NORMAL yn por el mtodo de NewtoniyiF(yi)F'(yi)Error%00.5440.02786792542.6545E+001.976513846610.5340.00012172612.6313E+000.008671397820.5330.00000000242.6312E+000.0000001685y-1 = 0.5097723930.53302.6312E+000A-11.279412669540.53302.6312E+000P-13.441854055350.53302.6312E+000R-10.371721940860.53302.6312E+000V-17.225099242870.53302.6312E+000A-01.384064033480.53302.6312E+000CALCULO DE LA PROFUNDIDAD CRITICA yc por el mtodo de Newton01.092-0.11829269113.6268E+00-2.873823727811.12437390430.00115741593.6977E+000.027848786621.12406089580.00000010643.6970E+000.00000256152.86631.12406086703.6970E+00041.12406086703.6970E+000

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Formulas para calcular el primer valor y0 del tirante normalFormulas para calcular el tirante normal (Ec. de Manning) y el tirante critico (No. De Froude)

CALCULO DE LA PROFUNDIDAD CRITICA yc por ajuste de curvas segn J.A Monroyim modif.b modifKYc si K