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• karenfabi

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CÁLCULO DE LA PROFUNDIDAD NORMAL Y CRÍTICA Canales Trapezoidales simetricos Datos Q= n= So= B= z= Constantes k= Vmax Cm = b' = u= m' =

15 0.025 0.1 1 1 1.82842712 8.02663282 2.82842712 1 0.001 1

Proceso Iterativo Cm = m' = b' = c= λ= θ1 θ2 θ3 θ4 θ5 θ6 θ7 θ8 θ9 θ10 θ11 θ12 θ13 θ14 θ15 θ16 θ17 θ18 yn =

2.82842712 1 1 -0.1464466 1.67894612 1.87141757 1.87048189 1.87029842 1.87026243 1.87025537 1.87025399 1.87025372 1.87025366 1.87025365 1.87025365 1.87025365 1.87025365 1.87025365 1.87025365 1.87025365 1.87025365 1.87025365 1.87025365 0.95610908

0 2.84121765 4.69831811 4.67294609 4.66894418 4.6683114 4.6682113 4.66819547 4.66819296 4.66819257 4.6681925 4.6681925 4.66819249 4.66819249 4.66819249 4.66819249 4.66819249 4.66819249 4.66819249 4.66819249 1.71769982

Características Geométricas para la Sección: Profundidad normal yn = A= P= R= T= V= Q' = Fr =

0.956 1.870 3.704 0.505 2.912 8.020 15.000 3.195

%error

0.00000

Pro- fundidad critica yc = A= P= R= T= V= Q' = Fr = Sc =

NORMAL Y

cas para la

1.718 4.668 5.858 0.797 4.435 3.213 15.000 1.000 0.00873516 0.00000