Preguntas Tipo Final Hidro

A)Ordenado Ordenado

Año m Qobservado (m3/s) Qobservad m/(n+1) 1-(m/(n+1))1999 1 1550 1550 0.090909091 0.909092000 2 657 923 0.181818182 0.818182001 3 601 714 0.272727273 0.727272002 4 579 657 0.363636364 0.636362003 5 923 631 0.454545455 0.545452004 6 323 601 0.545454545 0.454552005 7 428 597 0.636363636 0.363642006 8 597 579 0.727272727 0.272732007 9 631 428 0.818181818 0.181822008 10 714 323 0.909090909 0.09091

n 10 datosmedia 700.3desviacionestand 338.3289162

B) periodo de retorno de 100 años

TR 1/(PX>XO)Qretorno

p(x>xo) 0.01 1761.59078097591-P(X>XO) 0.99 no suceda

p x<xopesperad Qesperado Error cuadratico

0.977835 1168.155116 145805.515356080.785530 971.7453245 99064.61929699650.586787 849.9173792 61959.86167094460.515989 757.5405073 31876.71273021030.481810 680.1258938 58987.831462840.441247 610.7521711 82801.31197759150.435766 545.0092336 13691.16075619450.410941 478.9847283 13927.6043647820.206739 407.3342372 50026.37346160670.095664 317.3310873 157346.226281737

alfa 0.00379069 715487.217358983beta 548.0519877 845.864774865926 ERROR CUADRATICO MINTomamos como sifuera muestra grande( asi dijo machuca)

TIEMPO(HORAS) PRECIPITACION(PULG CAUDAL(PI3/S) TIEMPO(1/2)0 0.15 203

0.5 0.26 2461 1.33 283

1.5 2.2 828 12 2.08 2323 2

2.5 0.2 5697 33 0.09 9531 4

3.5 11025 54 8234 6

4.5 4321 75 2246 8

5.5 1802 96 1230 10

6.5 713 117 394 12

7.5 354 138 303 14

SUMA

Area 195985152

altura de precipita

0 00.5 35.11 0

1 157.73 35.111.5 434.49 157.73

2 748.97 434.492.5 871.52 748.97

3 642.59 871.523.5 321.62 642.59

4 151.42 321.624.5 115.00 151.42

5 68.08 115.005.5 25.67 68.08

conversion 0.028316846592FLUJO BASEA)HIDROGRAMA ESCORRENTIA DIRECTA m3/s

400400400428 12.12

1923 54.455297 149.999131 258.56

10625 300.877834 221.833921 111.031846 52.271402 39.70

830 23.50313 8.86400400400

435503600

78390000

0.39997928006301212.1913684563206

035.11 0

157.73 35.11434.49 157.73748.97 434.49871.52 748.97

642.59 871.52321.62 642.59151.42 321.62115.00 151.42

curva duracion

0 1 2 3 4 5 60

500

1000

1500

2000

2500

3000

3500

4000

Column O

400C) B)H.U 0.5 (pi3/s) FI

0.84430.84430.8443

35.11 0.8443157.73 0.8443434.49 0.8443748.97 0.8443871.52642.59321.62151.42115.0068.0825.67

piescm

035.11 0

157.73 35.11434.49 157.73

0 1 2 3 4 5 6 7 8 90

2000

4000

6000

8000

10000

12000

Column F

748.97 434.49871.52 748.97642.59 871.52321.62 642.59

0 1 2 3 4 5 60

500

1000

1500

2000

2500

3000

3500

4000

Column O

-0.6943-0.5843 HIDROGAMA DE ESCORRENTIA DIRECTA0.48571.35571.2357

-0.6443-0.7543

0.3999

035.11

192.84627.33

1376.302247.82

0 2890.4135.11 0 3212.03

0 1 2 3 4 5 6 7 8 90

2000

4000

6000

8000

10000

12000

Column F

ED

157.73 35.11 0 3363.45434.49 157.73 35.11 0 3478.44748.97 434.49 157.73 35.11 0 3546.53871.52 748.97 434.49 157.73 35.11 3572.20

0 1 2 3 4 5 60

500

1000

1500

2000

2500

3000

3500

4000

Column O

Flujo BaseTiempo (en h)Precipitacion Precipitacion Caudal Pies/s Tiempo (1/2) Hidrograma de Escorre

0 0.15 25.55 203 4000.5 0.26 25.66 246 400

1 1.33 26.73 283 4001.5 2.2 27.6 828 1 428

2 2.08 27.48 2323 2 19232.5 0.2 25.6 5697 3 5297

3 0.09 25.49 9531 4 91313.5 11025 5 10625

4 8234 6 78344.5 4321 7 3921

5 2246 8 18465.5 1802 9 1402

6 1230 10 8306.5 713 11 313

7 394 12 4007.5 354 13 400

8 303 14 400

Suma 435503600

78390000

Altura de Precipitacion0.399979280063012

12.1914121.914

0 0.5 1 1.5 2 2.5 3

25.55 25.66

26.73

27.6 27.48

25.6 25.49

Precipitacion en MM

0 0.5 1 1.5 2 2.5 30.15

0.26

1.33

2.22.08

0.20.09

Precipitacion en Pulgadas

0 0.5 1 1.5 2 2.5 3

25.55 25.66

26.73

27.6 27.48

25.6 25.49

Precipitacion en MM

400Intensidad m3/s H.U 0.5 pie/s Area de la cuenca (en 195985152 18.20762

0.30.522.66

4.4 12.1196118 3.5106714574.16 54.45330255 15.77341405

0.4 149.9943545 43.448660530.18 258.5611574 74.89705858

0 300.8665313 87.151598670 221.8342029 64.258411670 111.0303689 32.162015850 52.2729051 15.141821280 39.7002237 11.499909770 23.5029855 6.8080778250 8.86317405 2.567383565000

pie3/hr

piescmmm

0 1 2 3 4 5 6 7 8 90

2000

4000

6000

8000

10000

12000

Hidrograma de Escorrentía Directa pie3/s

0 0.5 1 1.5 2 2.5 3

25.55 25.66

26.73

27.6 27.48

25.6 25.49

Precipitacion en MM

0 1 2 3 4 5 6 7 8 90

2000

4000

6000

8000

10000

12000

Hidrograma de Escorrentía Directa pie3/s

0 0.5 1 1.5 2 2.5 30.15

0.26

1.33

2.22.08

0.20.09

Precipitacion en Pulgadas

0 0.5 1 1.5 2 2.5 30.3

0.52

2.66

4.44.16

0.40.18

Intensidad

0 0.5 1 1.5 2 2.5 3

25.55 25.66

26.73

27.6 27.48

25.6 25.49

Precipitacion en MM

km2 1 pie cub= 0.02831685 m3 Converion 1 P 25.4

Tiempo0

0.51

1.52

2.53

3.54

4.55

5.5

Tiempo0

1.53

4.5

0 1 2 3 4 5 6 7 8 90

2000

4000

6000

8000

10000

12000

Hidrograma de Escorrentía Directa pie3/s

0 1 2 3 4 5 6 7 8 90

2000

4000

6000

8000

10000

12000

Hidrograma de Escorrentía Directa pie3/s

0 0.5 1 1.5 2 2.5 30.3

0.52

2.66

4.44.16

0.40.18

Intensidad

0 1 2 3 4 5 60

50

100

150

200

250

300

350

400

Curva S

03.510671457 015.77341405 3.510671457 043.44866053 15.77341405 3.510671457 074.89705858 43.44866053 15.77341405 3.510671457 087.15159867 74.89705858 43.44866053 15.77341405 3.510671457 064.25841167 87.15159867 74.89705858 43.44866053 15.77341405 3.510671457 032.16201585 64.25841167 87.15159867 74.89705858 43.44866053 15.77341405 3.51067145715.14182128 32.16201585 64.25841167 87.15159867 74.89705858 43.44866053 15.7734140511.49990977 15.14182128 32.16201585 64.25841167 87.15159867 74.89705858 43.448660536.808077825 11.49990977 15.14182128 32.16201585 64.25841167 87.15159867 74.897058582.567383565 6.808077825 11.49990977 15.14182128 32.16201585 64.25841167 87.15159867

043.4486605364.2584116711.49990977

0 1 2 3 4 5 60

50

100

150

200

250

300

350

400

Curva S

03.510671457

19.284085562.73274603137.6298046224.7814033

289.0398150 321.2018308

3.510671457 0 336.343652115.77341405 3.510671457 0 347.843561943.44866053 15.77341405 3.510671457 0 354.651639774.89705858 43.44866053 15.77341405 3.510671457 357.2190232

Orden Días Q Vmmc Vacum Q Seg1995-1996May 1 30 2.32 6.01344 6.01344 20.47826

Jun 2 30 4.01 10.39392 16.40736 20.47826Jul 3 30 5.79 15.00768 31.41504 20.47826Ago 4 30 6.14 15.91488 47.32992 20.47826Sep 5 30 17.1 44.3232 91.65312 20.47826Oct 6 30 14.2 36.8064 128.4595 20.47826Nov 7 30 24.9 64.5408 193.0003 20.47826Dic 8 30 14.9 38.6208 231.6211 20.47826Ene 9 30 5.18 13.42656 245.0477 20.47826Feb 10 30 4.54 11.76768 256.8154 20.47826Mar 11 30 3.05 7.9056 264.721 20.47826Abr 12 30 2.06 5.33952 270.0605 20.47826

1998-1999May 13 30 2.47 6.40224 276.4627 20.47826Jun 14 30 6.92 17.93664 294.3994 20.47826Jul 15 30 5.46 14.15232 308.5517 20.47826Ago 16 30 6.99 18.11808 326.6698 20.47826Sep 17 30 11.7 30.3264 356.9962 20.47826Oct 18 30 16.4 42.5088 399.505 20.47826Nov 19 30 10.1 26.1792 425.6842 20.47826Dic 20 30 9.12 23.63904 449.3232 20.47826Ene 21 30 3.47 8.99424 458.3174 20.47826Feb 22 30 2.33 6.03936 464.3568 20.47826Mar 23 30 1.87 4.84704 469.2038 20.47826Abr 24 30 2.77 7.17984 476.3837 20.47826

Dif Acum 471Dif Orden 23

Q Seguro 20.47826

Precipitacion Capacidad de Embalse Minima:20.47826 Y X m b Embalse MMC40.95652 47.32992 4 20.47826 -34.58312 102.378261.43478 231.6211 8 20.47826 67.7950381.91304102.3913 Capacidad de Embalse para un caudal de 4m3/s122.8696 6.01344 1 10.368 -4.35456143.3478 234.1094 23 10.368 -4.35456163.8261184.3043204.7826225.2609245.7391266.2174286.6957307.1739327.6522348.1304368.6087

389.087409.5652430.0435450.5217

471491.4783

0 5 10 15 20 25 300

100

200

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400

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600

Vol Acu vs Numero de Orden

0 5 10 15 20 25 300

100

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300

400

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Vol Acu vs Numero de Orden