parcial de canales.xlsx

# parcial de canales.xlsx - Q St L n V max F.s 73.0 m3/s 0.08...

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Q 73.0 m3/s z St 0.08 h 1 L 4735 m v 1 n 0.013 V max 12.30 m/s F.s 1 V 12.30 m/s A 5.93 m2 Area del canal trapezoidal Se supone una pala b 5 Yo 1.80 m b 1.49 m b 1.5 m P 6.60 m R 0.90 m So 0.029433 m n 0.013 m Y min Yo Yo+1 Error 2.000 1.752 1.752 1.809 0.248 1.809 1.796 0.057 1.796 1.799 0.014 1.799 1.798 0.003 1.798 1.798 0.001 1.798 1.798 0.000 1.798 1.798 0.000 1.798 1.798 0.000 Calcular la pendiente del terreno para mirar la pendiente del canal

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1.798 1.798 0.000 Yo 1.798 m R 0.719 m V 10.589 m/s < 12.300 m/s 1.00 ft 3.28 m Q 2577.9 m3/s BL 3.60 ft HR 1.10 m AR 2.00 ft AR 0.61 m Yt 2.90 V exc 60267.75

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• Spring '18
• karen
• 1.5 m, 1.80 m, 1.49 m, 0.08 4735 m, 0.013 12.30 m/s, 12.30 m/s

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