hoja de c\u00e1lculo hidraulica.xlsx - z= B(m)= b(m)= seccion(m x(m 1 2 3 4 5 y(m 0.9 0.9 0.9 0.9 0.9 Perimetro mojado(P Y area(A 0.35 1.48575 0.25 1.04375

hoja de cálculo hidraulica.xlsx - z= B(m)= b(m)= seccion(m...

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z= 0.7 B(m)= 6 Q^2/g= b(m)= 4 seccion(m) x(m) y(m) t(seg) longitud(m) v(m/s) 1 0.9 0.25 12.8 5 0.390625 2 0.9 0.35 13.9 5 0.35971223 3 0.9 0.35 13.63 5 0.36683786 4 0.9 0.35 13.44 5 0.37202381 5 0.9 0.25 13.2 5 0.37878788 Y area (A) 0.35 1.48575 4.854458893 0.30605883 4.49 0.330902 0.35024919 0.25 1.04375 4.610327781 0.22639388 4.35 0.23994253 0.25050493 0.15 0.61575 4.366196668 0.14102663 4.21 0.14625891 0.15145082 0.05 0.20175 4.122065556 0.04894391 4.07 0.04957002 0.06351431 0.02 0.08028 4.048826222 0.01982797 4.028 0.01993049 0.10535052 0.01 0.04007 4.024413111 0.00995673 4.014 0.00998256 0.35259593 numero Fr 0.2067426 condicion de numero de froud

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• Fall '19
• M3, b(m)=

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