canalCARACTERISTICAS HIDRAULICAS DE SECCION RECTANGULAR DEL CANALPROYECTO :MEJORAMIENTO DEL CANAL DE RIEGO MAYUCANCHA-CHANCHALLIN EN EL DISTRITO DE CAJACAYQ =Caudaln =Coeficiente de rugosidads =Pendiente del fondo del canalFORMULA DE MANNINGb =Ancho de plantilla o soleraBLY =Tirante del aguahYBL =Borde libreh =Altura total del canalA =Area hidrulica = b*YbP =Permetro mojado =b+2YR =Radio hidrulico = A/PT =Espejo del agua =bV =Velocidad media de la seccin = R2/3*S1/2 / nF =Nmero de Froude = V / (gA/T)^1/2E =Energa especfica = Y + V2/(2g)TRAMO 1SECCION DE MAXIMA EFICIENCIA HIDRAULICADATOS INGRESADOSRESULTADO DE CALCULOSSECCION TIPOTRAMOsQnYbPARhFVETIPO(%)m/m(m3/s)(m)(m)(m)(m2)(m)(m)(m/s)(m-kg/kg)DE FLUJO0+0000+0205.67%0.0570.0900.0140.0860.4000.5720.0340.0600.302.8482.6160.435SUPERCRITICOI0+0200+0405.67%0.0570.0900.0140.0960.3500.5420.0340.0620.302.7602.6790.462SUPERCRITICOII0+0400+0605.67%0.0570.0900.0140.0960.3500.5420.0340.0620.302.7602.6790.462SUPERCRITICOII0+0600+1404.88%0.0490.0900.0140.1010.3500.5530.0350.0640.302.5432.5360.429SUPERCRITICOII0+1400+1702.73%0.0270.0900.0140.1250.3500.6010.0440.0730.301.8492.0510.340SUPERCRITICOII0+1700+3801.21%0.0120.0900.0140.1690.3500.6880.0590.0860.301.1841.5230.287SUPERCRITICOII0+3800+5001.21%0.0120.0900.0140.1690.3500.6880.0590.0860.301.1841.5230.287SUPERCRITICOII0+5000+6001.21%0.0120.0900.0140.1690.3500.6880.0590.0860.301.1841.5230.287SUPERCRITICOII0+6000+7001.20%0.0120.0900.0140.1690.3500.6880.0590.0860.301.1841.5230.287SUPERCRITICOII0+7000+8001.20%0.0120.0900.0140.1690.3500.6880.0590.0860.301.1841.5230.287SUPERCRITICOII0+8000+8401.20%0.0120.0900.0140.1690.3500.6880.0590.0860.301.1841.5230.287SUPERCRITICOII0+8400+8805.15%0.0520.0900.0140.0990.3500.5480.0350.0630.302.6362.5970.443SUPERCRITICOII0+8801+0401.03%0.0100.0900.0140.1810.3500.7110.0630.0890.301.0691.4230.284SUPERCRITICOII1+0401+0804.76%0.0480.0900.0140.1020.3500.5540.0360.0650.302.5132.5160.425SUPERCRITICOII1+0801+1202.98%0.0300.0900.0140.1210.3500.5910.0420.0710.301.9582.1300.352SUPERCRITICOII1+1201+2602.98%0.0300.0900.0140.1210.3500.5910.0420.0710.301.9582.1300.352SUPERCRITICOII1+2601+3006.29%0.0630.0900.0140.0930.3500.5360.0330.0610.302.8992.7680.483SUPERCRITICOII1+3001+4502.21%0.0220.0900.0140.1350.3500.6200.0470.0760.301.6551.9050.320SUPERCRITICOII1+4501+5600.83%0.0080.0900.0140.1970.3500.7430.0690.0930.300.9421.3080.284SUBCRITICOII1+5601+6800.83%0.0080.0900.0140.1970.3500.7430.0690.0930.300.9421.3080.284SUBCRITICOII1+6801+7200.83%0.0080.0900.0140.1970.3500.7430.0690.0930.300.9421.3080.284SUBCRITICOII1+7201+7600.83%0.0080.0900.0140.1970.3500.7430.0690.0930.300.9421.3080.284SUBCRITICOII1+7601+8200.39%0.0040.0900.0140.2230.4000.8460.0890.1050.300.6821.0090.275SUBCRITICOI1+8201+9000.39%0.0040.0900.0140.2230.4000.8460.0890.1050.300.6821.0090.275SUBCRITICOI1+9002+0000.39%0.0040.0900.0140.2230.4000.8460.0890.1050.300.6821.0090.275SUBCRITICOI2+0002+1400.39%0.0040.0900.0140.2230.4000.8460.0890.1050.300.6821.0090.275SUBCRITICOI2+1402+2800.39%0.0040.0900.0140.2230.4000.8460.0890.1050.300.6821.0090.275SUBCRITICOI2+2802+3400.39%0.0040.0900.0140.2230.4000.8460.0890.1050.300.6821.0090.275SUBCRITICOI2+3402+407.722.44%0.0240.0900.0140.1310.3500.6120.0460.0750.301.7361.9660.328SUPERCRITICOIITRAMO 2DATOS INGRESADOSRESULTADO DE CALCULOSSECCION TIPOTRAMOsQnYbPARhFVETIPO(%)m/m(m3/s)(m)(m)(m)(m2)(m)(m)(m/s)(m-kg/kg)DE FLUJO0+000+0302.55%0.0250.0800.0140.1240.3000.5480.0370.0680.301.9472.1490.359SUPERCRITICOIII0+0300+1601.10%0.0110.0800.0140.1690.3000.6370.0510.0790.301.2301.5820.296SUPERCRITICOIII0+1600+2002.40%0.0240.0800.0140.1260.3000.5520.0380.0680.301.9042.1160.354SUPERCRITICOIII0+2000+3801.42%0.0140.0800.0140.1540.3000.6080.0460.0760.301.4101.7330.307SUPERCRITICOIII0+3800+4902.84%0.0280.0800.0140.1190.3000.5380.0360.0660.302.0712.2390.375SUPERCRITICOIII0+4900+54011.26%0.1130.0800.0140.0710.3000.4420.0210.0480.304.5003.7560.790SUPERCRITICOIII0+5400+6005.67%0.0570.0800.0140.0930.3000.4860.0280.0570.303.0022.8670.512SUPERCRITICOIII0+6000+63023.24%0.2320.0800.0140.0560.3000.4120.0170.0410.306.4254.7621.212SUPERCRITICOIII0+6300+66013.38%0.1340.0800.0140.0690.3000.4370.0210.0470.304.7493.8930.841SUPERCRITICOIII0+6600+72013.00%0.1300.0800.0140.0690.3000.4380.0210.0470.304.6973.8650.830SUPERCRITICOIII0+7200+7807.30%0.0730.0800.0140.0850.3000.4690.0250.0540.303.4603.1520.591SUPERCRITICOIII0+7800+25.8411.00%0.1100.0800.0140.0730.3000.4470.0220.0490.304.2903.6380.748SUPERCRITICOIII

Q = 1 . A . R2/3 . S1/2 n