rapida de gran pendiente y ensanchamiento gradual

1 2 3 4 5 6 7 8Q 160 b A P R c k N(eta) F(N)i 0.11 18 36.081 22.009 1.6394 83.529 3858.851 7.998976 0.125673bi 18 15 30.068 19.009 1.5818 83.032 3139.906 6.508681 0.154867bf 9 12 24.054 16.009 1.5025 82.324 2427.336 5.031602 0.201424l 164 9 18.041 13.009 1.3868 81.231 1725.754 3.577298 0.287184n 0.013

q 8.88888889hc 2.00ko 482.418151

Q 160b 18 DETERMINAR hoi 0.11n 0.013 h0 A P R R^2/3 i^1/2 Qh1 2.00 0.5438 9.7884 19.088 0.5128 0.640679 0.331662 160.0h2 0.615

calados relativos

n1 h1/ho n1 h2/hon2 3.6861 n2 1.13093

CALCULO DEL INDICADOR CINEMATICO

hmed Amed Pmed Rmed Cmed k1.3098 23.576 20.62 1.143364 78.66002 1982.938

J= 60.566

indicador hidraulico del cauce

x=(2lg(kmed/ko))/lg(h/h0) h0 Ao Po Ro Co ko0.5438 9.7884 19.088 0.5128 68.82032 482.4015

x= 3.2162

DETERMINACION DE F (n1) F(n2)

f(n1) f(n2)0.022 0.529

0.104

calculo l

136.66

9 10 11 12 13c2*h/g*p b1-b1+1 n1-n1+1 (c2*h/g*p)med f(n1-1)+fn1 L64.77572574.109375 3 1.490295 69.4425498133 0.02919384 4.08099235 18

86.50272 3 1.477079 80.30604769185 0.04655712 7.59367225 15103.64389 3 1.454304 95.07330556725 0.08575922 16.8192087 12

28.4938733 9135.506127

164

0.5 3000.6 157

∑L∑(Lm-L)

0.631

48

16