Pregunta 2 Examen
3
HIDRAULICA DE UN CANAL TRAPEZOIDAL TIRANTE BASE AREA PERIMETRO 0.380 0.275 0.278 1.462 0.600 0.434 0.693 2.309 0.700 0.507 0.943 2.694 0.800 0.579 1.231 3.079 0.900 0.652 1.559 3.463 0.950 0.688 1.737 3.656 1.000 0.724 1.924 3.848 1.100 0.797 2.328 4.233 1.200 0.869 2.771 4.618 1.300 0.941 3.252 5.003 1.350 0.978 3.507 5.195 1.380 0.999 3.664 5.311 1.390 1.006 3.718 5.349 1.400 1.014 3.771 5.387 1.398 1.012 3.762 5.381 1.520 1.101 4.445 5.849 1.530 1.108 4.505 5.888 1.530 1.108 4.505 5.889 1.530 1.108 4.505 5.889
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METODO DE INTEGRACION GRAFICICA
Transcript of Pregunta 2 Examen
Hoja1 HIDRAULICA DE UN CANAL TRAPEZOIDALDATOSZ1.2n (coef. De many0.014S0.0050.005CAUDAL METAQ15m3TIRANTEBASEAREAPERIMETRORADIO H.TIRANNTECAUDAL0.3800.2750.2781.4620.1901.1870.4690.6000.4340.6932.3090.3001.8741.5800.7000.5070.9432.6940.3502.1872.3820.8000.5791.2313.0790.4002.4993.3970.9000.6521.5593.4630.4502.8124.6470.9500.6881.7373.6560.4752.9685.3661.0000.7241.9243.8480.5003.1246.1501.1000.7972.3284.2330.5503.4377.9251.2000.8692.7714.6180.6003.7499.9891.3000.9413.2525.0030.6504.06112.3591.3500.9783.5075.1950.6754.21813.6641.3800.9993.6645.3110.69010.37614.4871.3901.0063.7185.3490.6954.34214.7681.4001.0143.7715.3870.7004.37415.0521.3981.0123.7625.3810.6994.36815.0011.5201.1014.4455.8490.7604.74918.7331.5301.1084.5055.8880.7654.78019.0681.5301.1084.5055.8890.7654.78019.0691.5301.1084.5055.8890.7654.78019.069
