PAVIMENTOS
parcial diego.xlsx

# parcial diego.xlsx - Q St L n V max F.s 25.0 m3/s 0.01 1000...

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Q 25.0 m3/s z St 0.01 h 3 L 1000 m v 1 n 0.02 V max 0.91 m/s F.s 1.2 V 0.76 m/s A 32.97 m2 Area del canal trapezoidal Se supone una pala So b 5 n Yo 3.15 m 0.882 Yo b 1.02 m 1.000 b 5.0 m 0.867 0.885 0.882 0.882 P 10.58 m 0.882 0.882 R 3.12 m 0.882 0.882 So 0.000051 m 0.882 n 0.020 m Y min Yo Yo+1 Error 2.000 3.678 3.678 3.046 1.678 3.046 3.250 0.632 3.250 3.180 0.204 3.180 3.204 0.070 3.204 3.196 0.023 3.196 3.198 0.008 3.198 3.198 0.003 Calcular la pendiente del terreno para mirar la pendiente del canal

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3.198 3.198 0.001 3.198 3.198 0.000 Yo 3.198 m R 1.414 m V 0.448 m/s < 0.910 m/s 1.00 ft 3.28 m Q 882.8 m3/s BL 3.62 ft HR 1.10 m AR 2.02 ft AR 0.62 m Yt 4.30 V exc 77003.93 Y min Yo Yo+1 Error 3.000 1.621 1.621 1.621 1.379 1.621 1.621

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• Spring '18
• karen
• 0.020 M, 3.15 m, 0.76 m/s, 0.01 1000 m, 0.02 0.91 m/s, 3.198 m

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