Calculos de hidraulica
Enviado por Gustavo Quintero de Armas • 17 de Abril de 2017 • Ensayos • 590 Palabras (3 Páginas) • 135 Visitas
Grupo 1
DATOS | CALCULOS | ||||||
Yg(m) | Y0 | Y1 | Q()[pic 1] | E0 | E1 | Yc | Ec |
0.005m | 0.11m | 0.005m | 4,76x10-4 m/s | 0,110[pic 2] | [pic 3] | 0.044 | 0.066 |
0.007m | 0.072m | 0.007m | 4,76x10-4 m/s | 0,072[pic 4] | [pic 5] | 0.044 | 0.066 |
0.009m | 0.060m | 0.008m | 4,76x10-4 m/s | 0,060[pic 6] | [pic 7] | 0.044 | 0.066 |
0.011m | 0.035m | 0.0095m | 4,76x10-4 m/s | 0,035[pic 8] | [pic 9] | 0.044 | 0.066 |
B = 7,5cm ➔ 7,5/100 = 0,75m
Yg(1) = 5mm ➔ 5/1000 = 0,005m
Yg(2) = 7mm ➔ 7/1000 = 0,007m
Yg(3) = 9mm ➔ 9/1000 = 0,009m
Yg(4) = 11mm ➔ 11/1000 = 0,011m
Y0(1) = 110mm ➔ 110/1000 = 0,11m
Y0(2) = 72mm ➔ 72/1000 = 0,072m
Y0(3) = 60mm ➔ 60/1000 = 0,060m
Y0(4) = 35mm ➔ 35/1000 = 0,035m
Y1(1) = 5mm ➔ 5/1000 = 0,005m
Y1(2) = 7mm ➔ 7/1000 = 0,007m
Y1(3) = 8mm ➔ 8/1000 = 0,008m
Y1(4) = 9.5mm ➔ 9.5/1000 = 0,0095m
Pasando Q de L/s a m3/s
2L = 2/1000 ➔ 0,002m3
Q = v/t
Q = [pic 10]
Q = V * A ➔ V = [pic 11]
Amojada= B x Y
Amojada= 0,75m x 0.11m
Amojada= 0,0825m2
[pic 12]
Q = V * A0 ➔ V = [pic 13]
A0 = B x Y0
A0(1) = 0.75 x 0.11 = 0.0825
A0(2) = 0.75 x 0.07 = 0.052
A0(3) = 0.75 x 0.060 = 0.045
A0(4) = 0.75 x 0.035 = 0.026
V = [pic 14]
[pic 15]
[pic 16]
[pic 17]
[pic 18]
Calculando E0
[pic 19]
[pic 20]
[pic 21]
[pic 22]
[pic 23]
Calculando E1
Q = V * A0 ➔ V = [pic 24]
A1 = B x Y1
A1(1) = 0.75 x 0.005 = 3.75x10-3
A1(2) = 0.75 x 0.007 = 5.25x10-3
A1(3) = 0.75 x 0.008 = 6x10-3
A1(4) = 0.75 x 0.0095 = 7,125x10-3
V = [pic 25]
[pic 26]
[pic 27]
[pic 28]
[pic 29]
Calculando E0
[pic 30]
[pic 31]
[pic 32]
[pic 33]
[pic 34]
Calculando Yc
[pic 35]
[pic 36]
Calculando Ec
[pic 37]
[pic 38]
Graficando Y0 Vs E0
Y0 | E0 |
0.11m | 0,110[pic 39] |
0.072m | 0,072[pic 40] |
0.060m | 0,060[pic 41] |
0.035m | 0,035[pic 42] |
[pic 43]
Graficando Y1 Vs E1
Y1 | E1 |
0.005m | [pic 44] |
0.007m | [pic 45] |
0.008m | [pic 46] |
0.0095m | [pic 47] |
[pic 48]
[pic 49]
[pic 50]
Grupo 2
DATOS | CALCULOS | ||||||
Yg(m) | Y0 | Y1 | Q()[pic 51] | E0 | E1 | Yc | Ec |
0.009m | 0.123m | 0.010m | [pic 52] | [pic 53] | 0.010m | [pic 54] | 0.0465 |
0.011m | 0.087m | 0.012m | [pic 55] | [pic 56] | 0.012m | [pic 57] | 0.0465 |
0.013m | 0.082m | 0.014m | [pic 58] | [pic 59] | 0.014m | [pic 60] | 0.0465 |
0.015m | 0.071m | 0.015m | [pic 61] | [pic 62] | 0.015m | [pic 63] | 0.0465 |
Pasando Q de L/s a m3/s
2L = 2/1000 ➔ 0,002m3
Q = [pic 64]
Q = V * A ➔ V = [pic 65]
Amojada= B x Y
Amojada= 0,75m x 0.123m
Amojada= 0,0922m2
[pic 66]
Q = V * A0 ➔ V = [pic 67]
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