Calculos de hidraulica
Enviado por Mikki • 15 de Agosto de 2018 • 757 Palabras (4 Páginas) • 250 Visitas
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A0 = B x Y0
A0(1) = 0.75 x 0.123 = 0.0922
A0(2) = 0.75 x 0.087 = 0.0652
A0(3) = 0.75 x 0.082 = 0.0615
A0(4) = 0.75 x 0.035 = 0.0262
V = [pic 68]
[pic 69]
[pic 70]
[pic 71]
[pic 72]
Calculando E0
[pic 73]
[pic 74]
[pic 75]
[pic 76]
[pic 77]
Calculando E1
Q = V * A0 ➔ V = [pic 78]
A1 = B x Y1
A1(1) = 0.75 x 0.010 = 7.5x10-3
A1(2) = 0.75 x 0.012 = 9x10-3
A1(3) = 0.75 x 0.014 = 0.0105
A1(4) = 0.75 x 0.015 = 0.0112
V = [pic 79]
[pic 80]
[pic 81]
[pic 82]
[pic 83]
Calculando E0
[pic 84]
[pic 85]
[pic 86]
[pic 87]
[pic 88]
Calculando Yc
[pic 89]
[pic 90]
Calculando Ec
[pic 91]
[pic 92]
Graficando Y0 Vs E0
Y0
E0
0.123m
[pic 93]
0.087m
[pic 94]
0.082m
[pic 95]
0.071m
[pic 96]
[pic 97]
Graficando Y1 Vs E1
Y1
E1
0.010m
0.010m
0.012m
0.012m
0.014m
0.014m
0.015m
0.015m
[pic 98]
[pic 99]
[pic 100]
Grupo 3
DATOS
CALCULOS
Yg(m)
Y0
Y1
Q()[pic 101]
E0
E1
Yc
Ec
0.007m
0.119m
0.0075m
[pic 102]
[pic 103]
[pic 104]
[pic 105]
[pic 106]
0.009m
0.056m
0.011m
[pic 107]
[pic 108]
[pic 109]
[pic 110]
[pic 111]
0.011m
0.044m
0.012m
[pic 112]
[pic 113]
[pic 114]
[pic 115]
[pic 116]
0.013m
0.040m
0.013m
[pic 117]
[pic 118]
[pic 119]
[pic 120]
[pic 121]
Pasando Q de L/s a m3/s
2L = 2/1000 ➔ 0,002m3
Q = [pic 122]
Q = V * A ➔ V = [pic 123]
Amojada= B x Y
Amojada= 0,75m x 0.119m
Amojada= 0,08925m2
[pic 124]
Q = V * A0 ➔ V = [pic 125]
A0 = B x Y0
A0(1) = 0.75 x 0.119 = 0.892
A0(2) = 0.75 x 0.056 = 0.042
A0(3) = 0.75 x 0.044 = 0.033
A0(4) = 0.75 x 0.040 = 0.03
V = [pic 126]
[pic
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