Transcript
Exercício 1,,,,,,,,,,,
,,,,,,,,,,,
NUSP,penúltimo,último,,,,,,,,,
,7,0,,,,,,,,,
,,,,,,,,,,,
Dados,,,,,,,,,,,
bc (m) ,11.00,,,,,,,,,,
c (m),2.90,,,,,,,,,,
m,2,,,,,,,,,,
folga (m),1,,,,,,,,,,
,,,,,,SEM CRUZAMENTO,,,,,
Sem Cruzamento,,,Com Cruzamento,,,,,,,,
,,,,,,,,,,,
Seção,,,Seção,,,,,,,,
bmin (m),24.2,,bmin (m),48.40,,,,,,,
hmin (m),3.90,,hmin (m),3.90,,,,,,,
B (m),39.8,,B (m),64.0,,,,,,,
,,,,,,,,,,,
Verificação Efeito Pistão,,,Verificação Efeito Pistão,,,,,,,,
Aseçmolhada (m²),124.8,,Aseçmolhada (m²),219.2,,,,,,,
A1embmolhada (m²),28.7,,A1embmolhada (m²),28.7,,,,,,,
NÃO VERIFICA,,,NÃO VERIFICA,,,COM CRUZAMENTO,,,,,
,,,,,,,,,,,
REDIMENSIONAMENTO,,,REDIMENSIONAMENTO,,,,,,,,
Aseção (m²),172.3,,Aseção (m²),287,,,,,,,
bnovo (m),36.4,,bnovo (m),65.8,,,,,,,
Bnovo (m),52.0,,Bnovo (m),81.4,,,,,,,
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Exercício 2,,,,
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Sem Grandes Perturbações,,,,
Vlimesc (m/s),2.0,,,
,,,,
nmanning,0.025,,,
,,,,
Sem Cruzamento,,,Sem Cruzamento,
,,,,
Qmáx (m³/s),344.52,,Qmáx (m³/s),574.2
Rh (m),3.201230331,,Rh (m),3.45
i (m/m),0.00053,,i (m/m),0.00048
Exercício 3,,,,,,,,,,,,,,,
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,,,,,,,,,,,,,,,
Dados,,,,,,,,,,,,,,,
bc (m) ,11.00,,,,,,,,,,,,,,
c (m),2.50,,,Atingir Meta ATÉ B20=B9,,,,OBS: Depois Arredonda O Valor de h e joga novamente em F7,,,,,,,
m,2,,,h (m),6.774355256,,,,,,,,,,
folga (m),1,,,,,,,,,,,,,,
Qmáx (m³/s),400,,,,,,,,,,,,,,
nmanning,0.025,,,h (m),6.774355256,,,,,,,,,,
d50 (mm),5,,,i (m/m),6.1E-05,,,,,,,,,,
g (kg/m³),1000,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,
Canal com Cruzamento,,,,Verificação Efeito Pistão p/ hmín,,,hmín,4.34,,,,,,,
bmín,48.4,,,Amolhmín (m²),247.7,,Bmín,65.8,,,,,,,
B (m),75.5,,,A1embmolh (m²),24.75,,,,,,,,,,
A (m²),419.7,,,VERIFICA,,,Cálculo de Qmín,,,Com Cruzamento,,,,,
Rh (m),5.332716251,,,,,,Amolh (m²),247.7,,,,,,,
i (m/m),6.09446E-05,,,Verificação Vlimesc,,,i (m/m),6.1E-05,,,,,,,
Qmáx (m³/s),399.9999986,,,Vlimesc (m/s),2,,P (m),67.80907004,,,,,,,
,,,,Qmáx/Amolh (m/s),0.95,,Rh (m),3.653304784,,,,,,,
,,,,VERIFICA,,,Qmín (m³/s),1.8E+02,,,,,,,
,,,,,,,,,,,,,,,
,,,,Verificação hmín,,,,,,,,,,,
,,,,hmín (m),3.5,,,,,,,,,,
,,,,h (m),6.774355256,,,,,,,,,,
,,,,VERIFICA,,,,,,,,,,,
Exercício 4,,,,
1 - ENROCAMENTO LANÇADO,,,,
,,,,
CS,1.2,,,
d50 (mm),5,,,
f (o),35,,,
tgq,0.5,,,
tcritmaterial,0.39,,INSTÁVEL,
t´critmaterial,0.24,,,
t´maxfluxo,0.244,,,
"1,2t´maxfluxo",0.2925,,,
,,,,
,,,,
DIMENSIONAMENTO,,,,
t´critmaterial,0.2925,,,
tcritmaterial,0.467518901,,,
A15/A16,0.625643155,,,
razão,0.626161843,,,
d50novo (mm),5.99,,OBS: FAZER ATINGIR META ATÉ A17=A18,
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2 - Gabião,,,,
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Dados,,,,
2h (m),0.8,,,
cotgteta,2,,,
(1-V)*(Sr-1),1,> PEDRAS COMUNS DE PEDREIRO,,
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t (cm),13.3,,,
