examen final irrigaciones 1, 2 y 5
TRANSCRIPT
DÍA-HORA 6:00 10:00 14:00 18:00 22:001 0.90 0.90 0.90 0.90 1.002 0.95 0.65 0.95 0.95 0.903 1.85 0.85 0.85 0.85 0.854 0.90 0.90 0.90 0.90 1.005 1.30 1.30 1.30 1.30 1.206 1.30 1.00 1.00 1.00 1.057 1.20 1.20 1.20 1.20 0.908 1.50 1.80 1.50 1.50 1.459 1.10 1.10 1.10 1.10 1.20
10 1.05 1.05 1.05 1.05 1.0511 0.95 0.95 0.95 0.95 0.9012 1.50 1.17 1.10 1.10 1.2013 1.00 1.00 1.00 1.00 0.8014 0.86 0.86 0.86 0.86 0.8015 1.05 1.05 1.05 1.05 1.2016 0.86 0.86 0.86 0.86 0.8017 1.75 1.05 1.05 1.05 1.2018 0.85 0.95 0.85 0.85 0.9019 1.45 1.45 1.45 1.45 1.3020 1.10 1.10 1.10 1.10 1.0021 0.90 0.90 0.90 0.90 1.1022 1.15 1.65 1.15 1.15 1.1023 1.60 1.20 1.20 1.20 1.2024 1.05 1.05 1.05 1.05 1.1025 0.90 0.90 0.90 0.90 0.9026 0.90 0.90 0.90 0.90 0.8527 1.20 1.20 1.20 1.20 0.9028 1.25 1.25 1.25 1.25 1.0029 1.20 1.20 1.20 1.20 1.3030 1.15 1.15 1.35 1.35 1.30
ALTURA DE MIRA (m)
ALTURA DE MIRA (m)
ALTURA DE MIRA (m)
ALTURA DE MIRA (m)
ALTURA DE MIRA (m)
DÍA-HORA 6:00 10:00 14:00 18:00 22:001 1.95 1.95 1.95 1.95 2.002 1.98 1.81 1.98 1.98 1.953 2.27 1.93 1.93 1.93 1.934 1.95 1.95 1.95 1.95 2.005 2.11 2.11 2.11 2.11 2.086 2.11 2.00 2.00 2.00 2.027 2.08 2.08 2.08 2.08 1.958 2.18 2.26 2.18 2.18 2.169 2.04 2.04 2.04 2.04 2.08
10 2.02 2.02 2.02 2.02 2.0211 1.98 1.98 1.98 1.98 1.9512 2.18 2.07 2.04 2.04 2.0813 2.00 2.00 2.00 2.00 1.9014 1.93 1.93 1.93 1.93 1.9015 2.02 2.02 2.02 2.02 2.0816 1.93 1.93 1.93 1.93 1.9017 2.24 2.02 2.02 2.02 2.0818 1.93 1.98 1.93 1.93 1.9519 2.16 2.16 2.16 2.16 2.1120 2.04 2.04 2.04 2.04 2.0021 1.95 1.95 1.95 1.95 2.0422 2.06 2.22 2.06 2.06 2.0423 2.20 2.08 2.08 2.08 2.0824 2.02 2.02 2.02 2.02 2.0425 1.95 1.95 1.95 1.95 1.9526 1.95 1.95 1.95 1.95 1.9327 2.08 2.08 2.08 2.08 1.9528 2.10 2.10 2.10 2.10 2.0029 2.08 2.08 2.08 2.08 2.11
ALTURA DE MIRA (cm) log
h
ALTURA DE MIRA (cm) log
h
30 2.06 2.06 2.13 2.13 2.11
2:000.90 1.540.95 1.140.85 1.800.90 6.401.30 2.501.00 5.101.20 3.001.50 3.801.10 3.251.05 1.540.95 3.801.10 2.001.00 1.050.86 4.201.05 1.050.86 4.201.05 1.140.85 6.201.45 3.801.10 2.500.90 4.401.15 5.801.20 2.901.05 1.300.90 1.420.90 3.801.20 6.401.25 7.501.20 2.401.15 2.9
ALTURA DE MIRA (m)
DESCARGA (m3/s)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.0246141784074 x^0.0300433892034124
Altura vs Descargas a las 14:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.000.200.400.600.801.001.201.401.601.802.00
f(x) = 1.1779159636597 x^-0.0410625434080655
Altura vs Descargas a las 06:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.05191627655373 x^-0.0164904188384707
Altura vs Descargas a las 22:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
2:001.95 0.191.98 0.061.93 0.261.95 0.812.11 0.402.00 0.712.08 0.482.18 0.582.04 0.512.02 0.191.98 0.582.04 0.302.00 0.021.93 0.622.02 0.021.93 0.622.02 0.061.93 0.792.16 0.582.04 0.401.95 0.642.06 0.762.08 0.462.02 0.111.95 0.151.95 0.582.08 0.812.10 0.882.08 0.38
ALTURA DE MIRA (cm) log
h
DESCARGA (m3/s) log
Q
0.01 0.10 1.000.10
1.00
10.00
f(x) = − 0.00133254319084567 ln(x) + 2.05125124947419
Altura vs Descargas a las 06:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 14:00 horas
Log Q (m3/s)
Log
h (c
m)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.05191627655373 x^-0.0164904188384707
Altura vs Descargas a las 22:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
2.06 0.46
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 14:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.00226149741695019 ln(x) + 2.01718792105818
Altura vs Descargas a las 22:00 horas
Log Q (m3/s)
Log
h (c
m)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.0246141784074 x^0.0300433892034124
Altura vs Descargas a las 14:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.000.200.400.600.801.001.201.401.601.802.00
f(x) = 1.1779159636597 x^-0.0410625434080655
Altura vs Descargas a las 06:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.000.200.400.600.801.001.201.401.601.802.00
f(x) = 0.960005708210395 x^0.0990710148543465
Altura vs Descargas a las 10:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.0246141784074 x^0.0300433892034124
Altura vs Descargas a las 18:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.05191627655373 x^-0.0164904188384707
Altura vs Descargas a las 22:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.01973063670122 x^0.0294921090548368
Altura vs Descargas a las 02:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.01 0.10 1.000.10
1.00
10.00
f(x) = − 0.00133254319084567 ln(x) + 2.05125124947419
Altura vs Descargas a las 06:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0254558160875537 ln(x) + 2.05551538538312
Altura vs Descargas a las 10:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 14:00 horas
Log Q (m3/s)
Log
h (c
m)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.05191627655373 x^-0.0164904188384707
Altura vs Descargas a las 22:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.01973063670122 x^0.0294921090548368
Altura vs Descargas a las 02:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 18:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 14:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 18:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.00226149741695019 ln(x) + 2.01718792105818
Altura vs Descargas a las 22:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.00923511895868647 ln(x) + 2.03217507728743
Altura vs Descargas a las 02:00 horas
Log Q (m3/s)
Log
h (c
m)
DÍA h prom (m)
1 0.92 1.052 0.89 4.203 1.02 1.144 0.92 16.205 1.28 3.806 1.06 2.507 1.15 4.408 1.54 5.809 1.12 2.9010 1.05 1.3011 0.94 1.4212 1.20 3.8013 0.97 6.4014 0.85 7.5015 1.08 12.4016 0.85 1.4217 1.19 1.5418 0.88 1.1419 1.43 1.8020 1.08 6.4021 0.93 2.5022 1.22 5.1023 1.27 30.0024 1.06 3.8025 0.90 3.2526 0.89 1.5427 1.15 3.8028 1.21 2.0029 1.22 1.0530 1.24 4.20
Q (PARA MIRA 0.69)
Descarga (m3/s)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.000.200.400.600.801.001.201.401.601.802.00
f(x) = 0.960005708210395 x^0.0990710148543465
Altura vs Descargas a las 10:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.000.000.200.400.600.801.001.201.401.601.80
f(x) = 1.02867163507814 x^0.0334842082937251
Altura promedio vs Descargas
Descarga (m3/s)
h pr
om (m
)
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.800.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
f(x) = 3.01705333674039 x^0.952426840000488
Descargas vs Altura Promedio
h prom (m)
Des
carg
a (m
3/s)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.0246141784074 x^0.0300433892034124
Altura vs Descargas a las 18:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.01973063670122 x^0.0294921090548368
Altura vs Descargas a las 02:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
DÍALog Q (m3/s)
1 1.96 0.022 1.95 0.623 1.99 0.064 1.96 1.215 2.11 0.586 2.02 0.407 2.06 0.648 2.19 0.769 2.05 0.4610 2.02 0.1111 1.97 0.1512 2.07 0.5813 1.98 0.8114 1.93 0.8815 2.03 1.0916 1.93 0.1517 2.07 0.1918 1.94 0.0619 2.15 0.2620 2.03 0.8121 1.97 0.4022 2.08 0.7123 2.10 1.4824 2.02 0.5825 1.95 0.5126 1.95 0.1927 2.06 0.5828 2.08 0.3029 2.08 0.0230 2.09 0.62
Log h prom (cm)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0254558160875537 ln(x) + 2.05551538538312
Altura vs Descargas a las 10:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.00 10.000.10
1.00
10.00
f(x) = 0.0134992485196703 ln(x) + 2.04195069800584
Altura promedio vs Descargas
Log Q (m3/s)
Log
h (c
m)
1.00 10.00
0.01
0.10
1.00
10.00
f(x) = 2.06260365875931 ln(x) − 0.949018844458128
Descargas vs Altura Promedio
Log h (cm)
Log
Q (m
3/s)
0.00 1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.000.00
0.20
0.40
0.60
0.80
1.00
1.20
1.40
1.60
f(x) = 1.01973063670122 x^0.0294921090548368
Altura vs Descargas a las 02:00 horas
Descarga (m3/s)
Altu
ra d
e m
ira (m
)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 18:00 horas
Log Q (m3/s)
Log
h (c
m)
1.00 10.00
0.01
0.10
1.00
10.00
f(x) = 2.06260365875931 ln(x) − 0.949018844458128
Descargas vs Altura Promedio
Log h (cm)
Log
Q (m
3/s)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.0100480210771467 ln(x) + 2.03542165766822
Altura vs Descargas a las 18:00 horas
Log Q (m3/s)
Log
h (c
m)
0.01 0.10 1.000.10
1.00
10.00
f(x) = 0.00923511895868647 ln(x) + 2.03217507728743
Altura vs Descargas a las 02:00 horas
Log Q (m3/s)
Log
h (c
m)
Q (PARA MIRA 0.69) = 2.122822
0.00 5.00 10.00 15.00 20.00 25.00 30.00 35.000.000.200.400.600.801.001.201.401.601.80
f(x) = 1.02867163507814 x^0.0334842082937251
Altura promedio vs Descargas
Descarga (m3/s)
h pr
om (m
)
0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 1.800.00
5.00
10.00
15.00
20.00
25.00
30.00
35.00
f(x) = 3.01705333674039 x^0.952426840000488
Descargas vs Altura Promedio
h prom (m)
Des
carg
a (m
3/s)
0.01 0.10 1.00 10.000.10
1.00
10.00
f(x) = 0.0134992485196703 ln(x) + 2.04195069800584
Altura promedio vs Descargas
Log Q (m3/s)
Log
h (c
m)
1.00 10.00
0.01
0.10
1.00
10.00
f(x) = 2.06260365875931 ln(x) − 0.949018844458128
Descargas vs Altura Promedio
Log h (cm)
Log
Q (m
3/s)
1.00 10.00
0.01
0.10
1.00
10.00
f(x) = 2.06260365875931 ln(x) − 0.949018844458128
Descargas vs Altura Promedio
Log h (cm)
Log
Q (m
3/s)
EXAMEN FINAL DE IRRIGACIONES
PREGUNTA # 0Encontrar las curvas area-altitud-volumen. Indicar sus resultados para la cota 3470 msnm.
CURVA DE EMBALSE
COTA ALTURA AREA VOLUMEN VOL. ACUM. Para 3468 msnm tenemos un volumen de diseño =
m.s.n.m. m Km2 MMC MMC Para 3475 msnm tenemos un volumen de diseño =
3412 0 0 0.0000 0.0000 → Para 3470 msnm tenemos un volume3418 5 0.3560 0.8900 0.89003425 10 0.8580 3.0350 3.92503438 15 2.8550 9.2825 13.20753450 20 5.9550 22.0250 35.2325 7 76.9150
3468 25 12.3780 45.8325 81.0650 2 X-81.065
3475 30 18.3880 76.9150 157.98003485 35 23.8560 105.6100 263.5900 7X - 567.455 153.83
3500 40 31.2560 137.7800 401.3700 721.285
3510 45 34.0840 163.3500 564.7200 103.040714
3520 50 44.0440 195.3200 760.04003525 55 49.6890 234.3325 994.37253530 60 51.6290 253.2950 1247.66753535 65 57.5610 272.9750 1520.64253540 70 62.4560 300.0425 1820.68503545 75 69.9840 331.1000 2151.78503550 80 74.4440 361.0700 2512.8550
Expresado en MMC
0 10 20 30 40 50 60 70 800
10
20
30
40
50
60
70
80
90
H vs AREA
0.0000500.00001000.00001500.00002000.00002500.00003000.00000
10
20
30
40
50
60
70
80
90
H vs VOLUMEN ACUMULADO
0 10 20 30 40 50 60 70 800
10
20
30
40
50
60
70
80
90
H vs AREA
0.0000 500.0000 1000.0000 1500.0000 2000.0000 2500.0000 3000.00000
10
20
30
40
50
60
70
80
90
H vs VOLUMEN ACUMULADO
0.0000500.00001000.00001500.00002000.00002500.00003000.00000
10
20
30
40
50
60
70
80
90
H vs VOLUMEN ACUMULADO
81.0650 MMC
157.9800 MMC
Para 3470 msnm tenemos un volume103.04 MMC 0
15558.39
20599.511
23079.485
25252.113
31918.126
39188.558
48024.623
60353.491
73237.649
88715.842
106420.585
123977.223
148944.523
182157.501
211952.697
238379.299
0.0000500.00001000.00001500.00002000.00002500.00003000.00000
10
20
30
40
50
60
70
80
90
H vs VOLUMEN ACUMULADO
0.0000500.00001000.00001500.00002000.00002500.00003000.00000
10
20
30
40
50
60
70
80
90
H vs VOLUMEN ACUMULADO
REVOLUCIONES N VELOCIDAD (M3/s)
0.00 0.98 0.0032.40 1.84 1.75 155 151 1.0265 1.20
1.55 145 66 2.1970 1.491.25 135 52 2.5962 1.580.55 125 42 2.9762 1.680.25 115 38 3.0263 1.69
83.80 1.74 1.65 135 134 1.0075 1.191.25 123 54 2.2778 1.510.95 115 42 2.7381 1.620.55 105 33 3.1818 1.730.25 95 29 3.2759 1.750.15 95 25 3.8000 1.880.05 85 24 3.5417 1.82
122.00 1.50 1.60 100 34 2.9412 1.671.20 90 52 1.7308 1.370.90 80 39 2.0513 1.450.70 70 32 2.1875 1.480.50 70 29 2.4138 1.540.20 75 23 3.2609 1.750.10 95 20 4.7500 2.12
185.60 0.68 0.60 115 103 1.1165 1.220.50 105 63 1.6667 1.360.40 120 46 2.6087 1.590.30 115 34 3.3824 1.780.20 100 32 3.1250 1.720.10 95 32 2.9688 1.68
198.00 0.98 0.00 0
DISTANCIA (M)
PROFUNDIDAD (M)
CORRENTOMETRO (M)
TIEMPO (M)
V = a + b* NSI
Dist ancho tributario Profund Prom. Area0 16.2 0.95 15.39
32.4 41.9 1.68 70.3983.8 44.8 1.72 76.91122 50.9 1.40 71.43
185.6 38.0 0.87 32.93198 6.2 0.59 3.63
0.000 15.390 0.0001.528 70.392 107.5471.643 76.907 126.3611.626 71.430 116.1361.556 32.933 51.2390.000 3.627 0.000Total 270.679 401.28
Caudal Total = ∑Qi
Q total (pie3/seg) = 802.57
Velocidad Media = Q / At
Vmedia ( pie/s ) = 1.48
Vi (pie/s)
Ai (pie2)
Vi * Ai = qi (pie3/s)
0 0.9832.4 1.8483.8 1.74122 1.50
185.6 0.68198 0.98
32.4 1.75 0.0932.4 1.55 0.2932.4 1.25 0.5932.4 0.55 1.2932.4 0.25 1.5983.8 1.65 0.0983.8 1.25 0.4983.8 0.95 0.7983.8 0.55 1.1983.8 0.25 1.4983.8 0.15 1.5983.8 0.05 1.69122 1.60 -0.10122 1.20 0.30122 0.90 0.60122 0.70 0.80122 0.50 1.00122 0.20 1.30122 0.10 1.40
185.6 0.60 0.08185.6 0.50 0.18
0 50 100 150 200 250
-0.50
0.00
0.50
1.00
1.50
2.00
Distancia (pies)
Prof
undi
dad
(pie
s)
185.6 0.40 0.28185.6 0.30 0.38185.6 0.20 0.48185.6 0.10 0.58198
140.2185.6
198
0 50 100 150 200 250
-0.50
0.00
0.50
1.00
1.50
2.00
Distancia (pies)
Prof
undi
dad
(pie
s)