pregunta 2 examen
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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
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