Exa Final Sistemas2014-1

8/11/2019 Exa Final Sistemas2014-1

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V = 3E-23H12.465

R = 1

0.00

100.00

200.00

300.00

400.00

500.00

600.00

65.00 70.00 75.00 80.00 85.00 90.00 95.00 100.00 105.00 110.00

V O L U M E N

( M M 3 )

ALTURAS(m)

CURVA ALTURA_VOLUMEN_POECHOS


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A = 6E-24H12.245 R = 0.8269

0.00

0.20

0.40

0.60

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1.00

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0.00 10.00 20.00 30.00 40.00 50.00 60.00 70.00 80.00 90.00 100.00 110.00 120.00 130.00

A R E A

( k M 2 )

ALTURAS(m)

CURVA ALTURA AREA_POECHOS


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EXAMEN FINAL DE INGENIERIA DE SISTEMAS

NOMBRE:

1.En base al esquema Hidraulico mostrado del Proyecto Chira_Piura formular el model2.-Elegir 5 aos de informacion y alimentar la base de datos y hacer la corrida para obty toma s de demanda

CURVA ALTURA_AREA_VOLUMEN

Cota (msnm) 70.00 75.00 81.00 84.00 90.00Volumen(MMC)

3.40 8.00 20.80 32.80 77.50

AREA(Km2) 0.85 0.07 2.06 1.94 5.51

denis huamani quispe


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2.00

aporte de chira y del rio piura; aport


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N MATRICULA 20110321

de Gestion utilizando el sistema aquatoolner los hidrogramas en los puntos de almacenamiento y derivaciones y central hidroelectrica

92.00 94.00 96.00 98.00 100.00 102.00 103.00102.00 133.40 173.50 224.50 288.90 369.90 417.80

6.74 8.96 11.09 14.41 17.79 22.71 25.19


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e del rio piura es el 30% del rio chira


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104.50500.40

29.88


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APORTES


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ene 2 31965 46.8 95.8 2310.61966 170.9 178.5 336.31967 91.7 230.7 2931968 108.3 49.3 187.21969 80.3 141.7 301.41970 294.4 431.4 548.4

1965 14.04 28.74 693.181966 51.27 53.55 100.891967 27.51 69.21 87.9

1968 32.49 14.79 56.161969 24.09 42.51 90.421970 88.32 129.42 164.52

1965 1 14.041965 2 28.741965 3 693.181965 4 763.981965 5 295.441965 6 106.51965 7 56.221965 8 26.341965 9 23.881965 10 17.611965 11 26.491965 12 15.27

aporte de piura

aporte de chira


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1966 1 51.271966 2 53.551966 3 100.891966 4 80.971966 5 51.181966 6 17.64

1966 7 21.721966 8 14.131966 9 9.751966 10 13.051966 11 7.411966 12 7.051967 1 27.511967 2 69.211967 3 87.91967 4 49.861967 5 25.981967 6 22.771967 7 34.651967 8 28.441967 9 15.931967 10 13.471967 11 11.311967 12 14.521968 1 32.491968 2 14.791968 3 56.16

1968 4 36.31968 5 16.231968 6 13.411968 7 37.651968 8 18.781968 9 15.031968 10 19.381968 11 11.371968 12 7.591969 1 24.091969 2 42.511969 3 90.421969 4 143.191969 5 44.461969 6 26.371969 7 19.81969 8 27.091969 9 19.081969 10 14.01


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1969 11 25.051969 12 49.681970 1 88.321970 2 129.421970 3 164.521970 4 71.43

1970 5 79.261970 6 92.911970 7 30.061970 8 28.741970 9 17.371970 10 23.011970 11 23.941970 12 46.26


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4 5 6 7 8 9 102546.6 984.8 355 187.4 87.8 79.6 58.7

269.9 170.6 58.8 72.4 47.1 32.5 43.5166.2 86.6 75.9 115.5 94.8 53.1 44.9

121 54.1 44.7 125.5 62.6 50.1 64.6477.3 148.2 87.9 66 90.3 63.6 46.7238.1 264.2 309.7 100.2 95.8 57.9 76.7

763.98 295.44 106.5 56.22 26.34 23.88 17.6180.97 51.18 17.64 21.72 14.13 9.75 13.0549.86 25.98 22.77 34.65 28.44 15.93 13.47

36.3 16.23 13.41 37.65 18.78 15.03 19.38143.19 44.46 26.37 19.8 27.09 19.08 14.01

71.43 79.26 92.91 30.06 28.74 17.37 23.01


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1965 10 58.71965 11 88.31965 12 50.91966 1 170.91966 2 178.51966 3 336.31966 4 269.91966 5 170.61966 6 58.81966 7 72.41966 8 47.11966 9 32.51966 10 43.51966 11 24.71966 12 23.51967 1 91.71967 2 230.71967 3 2931967 4 166.21967 5 86.6

1967 6 75.91967 7 115.51967 8 94.81967 9 53.11967 10 44.91967 11 37.71967 12 48.41968 1 108.31968 2 49.31968 3 187.21968 4 1211968 5 54.11968 6 44.71968 7 125.51968 8 62.61968 9 50.11968 10 64.61968 11 37.91968 12 25.3

APORTE DE CHIRA


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1969 1 80.31969 2 141.71969 3 301.41969 4 477.31969 5 148.21969 6 87.9

1969 7 661969 8 90.31969 9 63.61969 10 46.71969 11 83.51969 12 165.61970 1 294.41970 2 431.41970 3 548.41970 4 238.11970 5 264.21970 6 309.71970 7 100.21970 8 95.81970 9 57.91970 10 76.71970 11 79.81970 12 154.21971 1 192.41971 2 348.11971 3 1993.51971 4 11381971 5 273.61971 6 260.91971 7 175.11971 8 141.21971 9 112.11971 10 99.41971 11 78.31971 12 111.51972 1 183

1972 2 206.61972 3 2469.91972 4 856.81972 5 409.51972 6 250.41972 7 234.81972 8 90.91972 9 105.21972 10 65.1


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1972 11 83.31972 12 183.91973 1 350.91973 2 805.41973 3 973.81973 4 1062.3

1973 5 454.41973 6 205.71973 7 152.61973 8 121.71973 9 80.81973 10 47.11973 11 50.61973 12 92.41974 1 117.61974 2 337.41974 3 402.71974 4 180.11974 5 137.31974 6 98.41974 7 198.31974 8 79.41974 9 48.3


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11 1288.3 50.924.7 23.537.7 48.437.9 25.383.5 165.679.8 154.2

26.49 15.277.41 7.05

11.31 14.52

11.37 7.5925.05 49.6823.94 46.26


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1965 10 17.611965 11 26.491965 12 15.271966 1 51.271966 2 53.551966 3 100.891966 4 80.971966 5 51.181966 6 17.641966 7 21.721966 8 14.131966 9 9.751966 10 13.051966 11 7.411966 12 7.051967 1 27.511967 2 69.211967 3 87.91967 4 49.861967 5 25.98

1967 6 22.771967 7 34.651967 8 28.441967 9 15.931967 10 13.471967 11 11.311967 12 14.521968 1 32.491968 2 14.791968 3 56.161968 4 36.31968 5 16.231968 6 13.411968 7 37.651968 8 18.781968 9 15.031968 10 19.381968 11 11.371968 12 7.59

APORTE DE PIURA


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1969 1 24.091969 2 42.511969 3 90.421969 4 143.191969 5 44.461969 6 26.37

1969 7 19.81969 8 27.091969 9 19.081969 10 14.011969 11 25.051969 12 49.681970 1 88.321970 2 129.421970 3 164.521970 4 71.431970 5 79.261970 6 92.911970 7 30.061970 8 28.741970 9 17.371970 10 23.011970 11 23.941970 12 46.261971 1 57.721971 2 104.431971 3 598.051971 4 341.41971 5 82.081971 6 78.271971 7 52.531971 8 42.361971 9 33.631971 10 29.821971 11 23.491971 12 33.451972 1 54.9

1972 2 61.981972 3 740.971972 4 257.041972 5 122.851972 6 75.121972 7 70.441972 8 27.271972 9 31.561972 10 19.53


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1972 11 24.991972 12 55.171973 1 105.271973 2 241.621973 3 292.141973 4 318.69

1973 5 136.321973 6 61.711973 7 45.781973 8 36.511973 9 24.241973 10 14.131973 11 15.181973 12 27.721974 1 35.281974 2 101.221974 3 120.811974 4 54.031974 5 41.191974 6 29.521974 7 59.491974 8 23.821974 9 14.49


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EVAPORACION RESERVORIO POECHOS(mm/dia)


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enr feb mar abr2.7 2.5 3.8 4.12.9 2.2 2.1 2.73.3 3.4 4.3 5.4

4 3.4 3.4 54.1 3.2 3.1 3.32 2 1.6 1.5

19 16.7 18.3 22570 501 549 660


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may ju n jul ago sep oct nov4.6 4.2 3.8 4 4.1 3.8 3.33 3.3 3.5 3.9 4.1 4.3 4.2

5.4 5.2 5.2 5.3 5.1 5 4.8

5.1 4.7 4.8 4.7 4.6 4.4 4.42.8 2.1 1.9 2 2 1.8 1.81.4 1.1 1.4 1.1 1.5 1.9 4.3

22.3 20.6 20.6 21 21.4 21.2 22.8669 618 618 630 642 636 684


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CURVA ALTURA_AREA_VOLUMEN

Cota (msnm) 70.00 75.00 81.00 84.00 90.00 92.00Volumen(MMC)

3.40 8.00 20.80 32.80 77.50 102.00

AREA(Km2) 0.85 0.07 2.06 1.94 5.51 6.74

3.40 4.60 12.80 12.00 44.70 24.503.40 8.00 20.80 32.80 77.50 102.00

4 5.00 6.00 3.00 6.00 2.0070.00 75.00 81.00 84.00 90.00 92.00

0 0.85 0.07 2.06 1.94 5.51 6.74


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94.00 96.00 98.00 100.00 102.00 103.00 104.50

133.40 173.50 224.50 288.90 369.90 417.80 500.40

8.96 11.09 14.41 17.79 22.71 25.19 29.88

31.40 40.10 51.00 64.40 81.00 47.90 82.60133.40 173.50 224.50 288.90 369.90 417.80 500.40

2.00 2.00 2.00 2.00 2.00 1.00 1.5094.00 96.00 98.00 100.00 102.00 103.00 104.50

8.96 11.09 14.41 17.79 22.71 25.19 29.88


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500.40

Exa Final Sistemas2014-1

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