# Resoluo 131216122424-phpapp02

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Education

Published on March 9, 2014

Author: e-for-all

Source: slideshare.net

1º Teste de Hidráulica II 2011/2012 Problema 1 Q0  g Sc H h Sc bc Q02 2g S2 Por outro lado para secção rectangular S  bh Q g Sc3 b3 h3  g c c  bc bc Q  g hc3 bc2  hc  3 Q2 g bc2 g Sc2 Sc 1 3 H c  hc   hc  hc  hc 2 2 g Sc bc 2 2 Hc  2 3 Q0 3 2 g b2 Problema 2 a)  pequeno Canais prismáticos secções abertas simples Caudal constante = Q0 Escoamentos permanentes gradualmente variados  e  invariáveis ao longo do canal 1 b) F3  h  hu  J  i h  hc  Fr  i

dh i  J       0 ou seja h  com s  2  ds 1  Fr A tender para uniforme à direita h  hu  J  i  dh 0 ds à esquerda h  0  Fr    J   dh   depende da secção e deixa de ser válido com curvatura acentuada ds 

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