E. Especifica por Tirante0.40.40.40.40.40.50.50.50.50.50.60.60.60.60.60.6390.6390.6390.6390.6390.70.70.70.70.70.7660.7660.7660.7660.7660.80.80.80.80.80.8830.8830.8830.8830.8830.90.90.90.90.9111111.21.21.21.21.21.41.41.41.41.41.51.51.51.51.51.61.61.61.61.61.71.71.71.71.71.81.81.81.81.81.91.91.91.91.922222

B=2.00 mS=0.005n=0.017hQ=5.2 m^3/sQ=4.2m^3/sQ=3.2m^3/sE.Critica tangente (2/3)Tangente (1:1)Regimen Critico F = 1hc=(qu^2/g)^(1/3)Vc = (g*hc)^0.5 Es = 3*hc/2Regimen Subcritico F < 1Regimen Super critico F > 1h1V1^2/2gh2V2^2/2ghcVc^2/2gQ=5.2m^3/sQ=4.2m^3/sQ=3.2m^3/sTangenteE.CriticaEnergia EspecificaTirante del canal Y (m)Curvas de Energia Especifica de un Canal( Es = Y + V^2/2g )

E.Especifica por caudal1.3249022021.14907344010.95855030940.88326813470.76604896010.6390335396000

(h=0, h=H) para Q=0hc=(2/3)*EsQc=(8g/27)^0.5*B*Es^1.5Regimen Subcritico F1V1^2/2gh1Esc (0.766 , 4.2 )0.766 m4.2 m^3/segh2V2^2/2gEs1=1.325 mEs2=1.149 mEs3=0.959 mCaudales en m^3/segTirante del canal en mVariacion de la Descarga para un valor de Energia Especifica constante

Hoja1Calculo de la Energia especifica para caudal "Q" constanteEs = Y + (Q^2 / 2gB^2)*(1 /Y^2)DATAFORMULAS BASICASQ=5.2 m^3/sYc = (qu^2/g)^(1/3)B= 2.00 mEs = 3*Yc/2S = 0.005F = 1n = 0.0017Vc = (g*Yc )^0.5Es = Y + (1/2g)*((Q/B)^2)*(1/Y^2)(1/2g)*(Q/B)^20.344550.224770.13048Energia especifica ( m*Kg/Kg)Y( m )Q=5.2m^3/sQ=4.2m^3/sQ=3.2m^3/sTangenteE.Critica(GRAFICO)(GRAFICO)0.4002.5531.8051.2150.400.600.5001.8781.3991.0220.500.750.6001.5571.2240.9620.600.900.6391.4831.1890.9590.640.960.7001.4031.1590.9660.701.050.7661.3531.1490.9880.771.150.8001.3381.1511.0040.801.200.8831.3251.1711.0500.881.320.9001.3251.1771.0610.901.351.0001.3451.2251.1301.001.501.2001.4391.3561.2911.201.801.4001.5761.5151.4671.402.101.5001.6531.6001.5581.502.251.6001.7351.6881.6511.602.401.7001.8191.7781.7451.702.551.8001.9061.8691.8401.802.701.9001.9951.9621.9361.902.852.0002.0862.0562.0332.003.00Calculo de la Energia especifica para caudal "Q" variableEs = Y + (Q^2 / 2gB^2)*(1 /Y^2)(h=0, h=H) para Q=0hc=(2/3)*EsQc=(8g/27)^0.5*B*Es^1.5Tirante h=mQEs1=1.325 mQEs2=1.149 mQEs3=0.959 mH0.0001.3250.0001.1490.0000.959hc5.2000.8834.2000.7663.2000.639Ho0.0000.0000.0000.0000.0000.000

Hoja2

Hoja3