plantillas 2do examen hidrologia

1) hallamos periodo de retorno

N R T50 0.5 72.635907310 0.1 95.413093850 0.1 475.061255

A HasI mm/h

Tiempo Precipitación Precipitación

Hora Intervalo(min) Acumulado Parcial Acumulada

h min min mm

15:00:00 p.m.

16:48:00 p.m. 108 108 0.50 0.50

17:10 p.m. 22 130 10.00 10.50

17:20:00 p.m. 10 140 15.00 25.50

17:36:00 p.m. 16 156 8.00 33.50

18:50:00 p.m. 74 230 6.00 39.50

19:28:00 p.m. 38 268 3.00 42.50

20:00

2)ORDENAMOS LAS INTESIDADES DE MAYOR A MENOR

INTENS ORD INTERVALOS minutos de tab0.28 90.00 10 i5

27.27 30.00 16 i1090.00 27.27 22 i4530.00 4.74 38 i120

4.86 4.74 744.74 0.28 108

3) tabla comletaduracion en minutos

Año 5 10 451990 96 54 141991 90 48 28

N

tR

111 N R

T

11

1

360

CIAQ

n

m

d

kTi

1992 150 93 331993 90 66 251994 68 41 131995 118 70 271996 40 20 101997 162 111 511998 96 60 271999 120 105 25

4) tabla ordenada en el minuto 5 por ser el 1er minutoduracion en minutos

Año 5 10 45 1201990 162 111 51 401991 150 105 33 241992 120 93 28 18.3157894741993 118 70 27 151994 96 66 27 151995 96 60 25 131996 90 54 25 111997 90 48 14 101998 68 41 13 81999 40 20 10 7

5) tabla

i T d logi logT

Y X1

1990

162.00 11.00 5.00 2.21 1.04

111.00 11.00 10.00 2.05 1.04

51.00 11.00 45.00 1.71 1.04

40.00 11.00 120.00 1.60 1.04

1991

150.00 5.50 5.00 2.18 0.74

105.00 5.50 10.00 2.02 0.74

33.00 5.50 45.00 1.52 0.74

24.00 5.50 120.00 1.38 0.74

1992

120.00 3.67 5.00 2.08 0.56

93.00 3.67 10.00 1.97 0.56

28.00 3.67 45.00 1.45 0.56

18.32 3.67 120.00 1.26 0.56

1993

118.00 2.75 5.00 2.07 0.44

70.00 2.75 10.00 1.85 0.44

27.00 2.75 45.00 1.43 0.44

15.00 2.75 120.00 1.18 0.44

1994

96.00 2.20 5.00 1.98 0.34

66.00 2.20 10.00 1.82 0.34

27.00 2.20 45.00 1.43 0.34

15.00 2.20 120.00 1.18 0.34

1995

96.00 1.83 5.00 1.98 0.26

60.00 1.83 10.00 1.78 0.26

25.00 1.83 45.00 1.40 0.26

13.00 1.83 120.00 1.11 0.26

1996

90.00 1.57 5.00 1.95 0.20

54.00 1.57 10.00 1.73 0.20

25.00 1.57 45.00 1.40 0.20

11.00 1.57 120.00 1.04 0.20

1997

90.00 1.38 5.00 1.95 0.14

48.00 1.38 10.00 1.68 0.14

14.00 1.38 45.00 1.15 0.14

10.00 1.38 120.00 1.00 0.14

1998

68.00 1.22 5.00 1.83 0.09

41.00 1.22 10.00 1.61 0.09

13.00 1.22 45.00 1.11 0.09

8.00 1.22 120.00 0.90 0.09

1999

40.00 1.10 5.00 1.60 0.04

20.00 1.10 10.00 1.30 0.04

10.00 1.10 45.00 1.00 0.04

1999

7.00 1.10 120.00 0.85 0.04

62.74 15.42

Sumatoria Y X1

a0 a1 a2Sumatoria y n x1 x2

62.74 40 15.42 54.31

x1y x1 x12 x1x226.33 15.42 9.59 20.93

x2y x2 x1x2 x2278.06 54.31 20.93 85.45

a0 a1 a22.1698056 0.5891182 -0.61001672

m 0.5891182n 0.6100167K 147.84463

cuando me dan cotas para hallar pendiente

26502213.5 436.5

L 14500 m (dato)

S 0.0301034483 m/mTc 4.4547552642 hd 267.28531585 minI 61.058811266 mm/hI 272.00206091 mm

c 0.4i 61.058811266 mm/hA 1200 ha

Q 81.411748354 m3/s

Intensidad-Duracion-Tiempo de Retorno

d T T T Tmin años años años años

2 5 10 505 83 143 215 555

10 55 94 141 36415 43 73 110 28430 28 48 72 18660 18 31 47 122120 12 21 31 80180 9 16 24 62360 6 11 16 41

1440 3 5 7 18Intensidad mm/h

Precipitación-Duración-Tiempo de Retorno

d T T T T

360

CIAQ

min años años años años

2 5 10 50

5 6.94 11.91 17.92 46.25

10 9.10 15.61 23.48 60.61

15 10.66 18.28 27.51 70.99

30 13.97 23.96 36.04 93.03

60 18.30 31.40 47.23 121.90

120 23.98 41.14 61.89 159.73

180 28.09 48.19 72.49 187.10

360 36.81 63.15 94.99 245.17

1440 63.20 108.43 163.11 420.98

Precipitación mm

otros datos

R N T0.6513215599 10 100.1829271931 10 500.1000122411 50 4750.0500143196 50 9750.0050002396 50 99750.0999622737 100 9500.0100004163 100 9950

1)HALLAMOS LA INTENSIDAD

Intensidad

(mm/h)

0.28

27.27

90.00

30.00

4.86

4.74

in(datos para completar en tabla)9096

43.393939393918.3157894737

120 numero T7 1 11

24 2 5.5

13 3 3.666666666715 4 2.75

8 5 2.211 6 1.8333333333

18.3157894737 7 1.571428571440 8 1.37515 9 1.222222222210 10 1.1

numero T1 112 5.53 3.66666666674 2.755 2.26 1.83333333337 1.57142857148 1.3759 1.2222222222

10 1.1

logd

X2 X1X2

0.70 1.08 0.49 0.73

1.00 1.08 1.00 1.04

1.65 1.08 2.73 1.72

2.08 1.08 4.32 2.17

0.70 0.55 0.49 0.52

1.00 0.55 1.00 0.74

1.65 0.55 2.73 1.22

2.08 0.55 4.32 1.54

0.70 0.32 0.49 0.39

1.00 0.32 1.00 0.56

1.65 0.32 2.73 0.93

2.08 0.32 4.32 1.17

0.70 0.19 0.49 0.31

1.00 0.19 1.00 0.44

1.65 0.19 2.73 0.73

2.08 0.19 4.32 0.91

0.70 0.12 0.49 0.24

1.00 0.12 1.00 0.34

1.65 0.12 2.73 0.57

2.08 0.12 4.32 0.71

0.70 0.07 0.49 0.18

1.00 0.07 1.00 0.26

1.65 0.07 2.73 0.44

2.08 0.07 4.32 0.55

0.70 0.04 0.49 0.14

1.00 0.04 1.00 0.20

1.65 0.04 2.73 0.32

2.08 0.04 4.32 0.41

0.70 0.02 0.49 0.10

1.00 0.02 1.00 0.14

1.65 0.02 2.73 0.23

2.08 0.02 4.32 0.29

0.70 0.01 0.49 0.06

1.00 0.01 1.00 0.09

1.65 0.01 2.73 0.14

2.08 0.01 4.32 0.18

0.70 0.00 0.49 0.03

1.00 0.00 1.00 0.04

1.65 0.00 2.73 0.07

X12 X22

2.08 0.00 4.32 0.09

54.31 9.59 85.45 20.93

X2 X1X2

6) matriz con datos obtenidos

40 15.42 54.3115.42 9.59 20.9354.31 20.93 85.45

7) matriz inversa2.169805554 a0

0.5891182147 a1

-0.6100167154 a2

X12 X22

cuando me dan pendiente tc=0.01947xL(0.77)xS(0.385)

L 14500 m

S 0.0301034483 m/mTc 8.0888460135 hd 485.3307608092 minI 42.4341743549 mm/h

c 0.4i 42.4341743549 mm/hA 1200 ha

Q 56.5788991399 m3/s

T T Taños años (hallamos con formula)100 475 72.635907286 anios

835 2091 692 ok

547 1370 453 ok

427 1070 354280 701 232183 459 152120 301 100 ok

94 235 7861 154 5126 66 22

Precipitación-Duración-Tiempo de Retorno

T T

360

CIAQ

años años

100 475

69.58 174.23 57.63

91.17 228.31 75.52

106.79 267.42 88.46

139.94 350.43 115.92

183.37 459.19 151.89

240.29 601.71 199.04

281.46 704.79 233.14

368.81 923.55 305.50

633.29 1585.81 524.57

YX1 YX2

2.30 1.54 12.13 2.05 21.78 2.82 31.67 3.33 41.61 1.52 51.50 2.02 61.12 2.51 71.02 2.87 81.17 1.45 91.11 1.97 100.82 2.39 110.71 2.63 120.91 1.45 130.81 1.85 140.63 2.37 150.52 2.45 160.68 1.39 170.62 1.82 180.49 2.37 190.40 2.45 200.52 1.39 210.47 1.78 220.37 2.31 230.29 2.32 240.38 1.37 250.34 1.73 260.27 2.31 270.20 2.17 280.27 1.37 290.23 1.68 300.16 1.89 310.14 2.08 320.16 1.28 330.14 1.61 340.10 1.84 350.08 1.88 360.07 1.12 370.05 1.30 380.04 1.65 39

0.03 1.76 4026.33 78.06

YX1 YX2

a0 62.74a1 = 26.33a2 78.06

(dato)

hallo tiempo de concentracion con formulalo convertimos a munitos

n

m

d

kTi

162 111 51 40150 105 33 24

120 93 28 18.3157895118 70 27 15

96 66 27 1596 60 25 1390 54 25 1190 48 14 1068 41 13 840 20 10 7

BASE DURACIONT Qt Qb Qd

(horas)

0 3.3 3.3 0

1 3.3 3.3 0

2 3.96 3.96 0

3 12.76 3.96 8.8

4 39.16 3.96 35.2

5 73.26 2.86 70.4

6 90.64 2.64 88

7 82.5 3.3 79.2

8 56.1 3.3 52.8

9 29.7 3.3 26.4

10 12.1 3.3 8.8

11 3.3 3.3 0

369.6

VARIACION TIEMPO 1 HRA

Volumen 1330560

has.

Area 221500000 (M2) 22150 221500000

Precipitacion efectiva =v/A 0.0060070429 m

Pe=6 mm

T H. 3 horas Pe H.U. 3,0 horas

(horas) (6 mm) (mm) (1 mm)

0 0 6.0 0.00

1 8.8 6.0 1.46

2 35.2 6.0 5.86

3 70.4 6.0 11.72

4 88 6.0 14.65

5 79.2 6.0 13.18

6 52.8 6.0 8.79

7 26.4 6.0 4.39

8 8.8 6.0 1.46

9 0 6.0 0.00

desde donde empieza a llover hast adonde termina

desplazamientoT H.U. 3 horas H.U. 3 horas H.U. 6 horas H.U. 9 horas H.U. 12 horas

(m3/s) (m3/s) (m3/s)

m3/s

m3 (VOL 1HRA)

m2

tQVo *

tQVo *

(horas) (1 mm) (desp. 3 h) (desp. 3 h) (desp. 3 h) (desp. 3 h)

0 0

1 1.4649470899 3hras

2 5.8597883598

3 11.7195767196 0

4 14.6494708995 1.4649470899 3hras

5 13.1845238095 5.8597883598

6 8.7896825397 11.7195767196 0

7 4.3948412698 14.6494708995 1.4649470899 3hras

8 1.4649470899 13.1845238095 5.8597883598

9 0 8.7896825397 11.7195767196 0

10 4.3948412698 14.6494708995 1.4649470899 3hras

11 1.4649470899 13.1845238095 5.8597883598

12 0 8.7896825397 11.7195767196 0

13 4.3948412698 14.6494708995 1.4649470899

14 1.4649470899 13.1845238095 5.8597883598

0 8.7896825397 11.7195767196

numero de cuNC 83.187) RIESGO Y VIDA ESPERADA

S 51.35 mm

Tiempo Lluvia Ia 10.27 mm Acumulada

mmh

0 0.000

P 45.000 mm 1 5.000

2 25.000

Fa 20.718 mm3 40.000

Pe 14.011 mm 4 45.000

DATOS

3hras de desafase

8) curva S retrasada hidrograma unitario de 1hra-1mmT Curva S Curva S Curva S - H.U 1 Hora

(horas) S Retrazada Curva Retraz. 1 mmHidrograma Unitario 1 hora ( 1mm)

Curva S S

Curva S Retrazada

H.U 1 Hora 1 mm

CURVA S

H.U. 3 horas (1 mm)

H.U. 3 horas (desp. 3 h)




Curva S

0 0 0 0

1 1.4649470899 1.4649470899 1.4649470899

2 5.8597883598 5.8597883598 5.8597883598

3 11.7195767196 0 11.7195767196 11.7195767196

4 16.1144179894 1.4649470899 14.6494708995 14.6494708995

5 19.0443121693 5.8597883598 13.1845238095 13.1845238095

6 20.5092592593 11.7195767196 8.7896825397 8.7896825397

7 20.5092592593 16.1144179894 4.3948412698 4.3948412698

8 20.5092592593 19.0443121693 1.4649470899 1.4649470899

9 20.5092592593 20.5092592593 0 0

10 20.5092592593 20.5092592593 0 0

11 20.5092592593 20.5092592593 0 0

9) dato hidrograma +caudal baseT H.U 1 Hora Pe Hidrograma Caudal Base Hidrograma

(horas) 1 mm 14.011 m3/s m3/s Total

0 0 14.011 0.00 3.3 3.301 1.46494709 14.011 20.53 3.3 23.832 5.85978836 14.011 82.10 3.96 86.063 11.7195767 14.011 164.20 3.96 168.164 14.6494709 14.011 205.25 3.96 209.215 13.1845238 14.011 184.73 2.86 187.596 8.78968254 14.011 123.15 2.64 125.797 4.39484127 14.011 61.58 3.3 64.888 1.46494709 14.011 20.53 3.3 23.839 0 14.011 0.00 3.3 3.30

10 0 14.011 0.00 3.3 3.3011 0 14.011 0.00 3.3 3.30

RPT: Qmax 209.21

Hidrograma Unitario 1 hora ( 1mm)

Curva S S

Curva S Retrazada

H.U 1 Hora 1 mm

cuenca mediakm2

221.5

hasta que salga los mismos datosCurva

S

0

1.4649470899

5.8597883598

11.7195767196

16.1144179894

19.0443121693

20.5092592593

20.5092592593

20.5092592593

20.5092592593

20.5092592593

20.5092592593

20.5092592593

20.5092592593

20.5092592593

20.5092592593

Abstracciones AcumuladasExceso Lluvia Hietograma DuracionExceso Lluvia

Ia Fa Pe lluvia Efectivamm mm mm mm h

0.000

10.271 0.000 0.000 0.000

10.271 11.446 3.283 3.283 1

10.271 18.829 10.900 7.617 2

10.271 20.718 14.011 3.111 3

DESFASE DE LA CURVA S =3hras

14.011


Curva S S

Curva S Retrazada

H.U 1 Hora 1 mm

CURVA S

H.U. 3 horas (1 mm)





Curva S

hidrograma +caudal base

m3/s


Curva S S

Curva S Retrazada

H.U 1 Hora 1 mm

T Qt Qb

(horas)

0 3.3 3.3

1 3.3 3.3

2 3.96 3.96

3 12.76 3.96

4 39.16 3.96

5 73.26 2.86

6 90.64 2.64

7 82.5 3.3

8 56.1 3.3

9 29.7 3.3

10 12.1 3.3

11 3.3 3.3

Volumen 1330560

has.

Area 221500000 22150

Precipitacion efectiva 0.0060070429 m

T H. 3 horas Pe H.U. 3,0 horas

(horas) (6 mm) (mm) (1 mm)

0 0 6.0070428894 0.00

1 8.8 6.0070428894 1.46

2 35.2 6.0070428894 5.86

3 70.4 6.0070428894 11.72

4 88 6.0070428894 14.65

5 79.2 6.0070428894 13.18

6 52.8 6.0070428894 8.79

7 26.4 6.0070428894 4.39

8 8.8 6.0070428894 1.46

9 0 6.0070428894 0.00

T H.U. 3 horas H.U. 3 horas H.U. 6 horas

(horas) (1 mm) (desp. 3 h) (desp. 3 h)

(m3/s) (m3/s)

m3

0 0.00

1 1.46

2 5.86

3 11.72 0

4 14.65 1.4649470899

5 13.18 5.8597883598

6 8.79 11.7195767196 0

7 4.39 14.6494708995 1.4649470899

8 1.46 13.1845238095 5.8597883598

9 0.00 8.7896825397 11.7195767196

10 4.3948412698 14.6494708995

11 1.4649470899 13.1845238095

12 0 8.7896825397

13 4.3948412698

14 1.4649470899

0

NC 80S 63.5 mmS 2.02183165 pul

TiempoIa 12.7 mm

Ia 0.40436633 pulh

0

P 45.000 mm 1

2

Fa 21.410 mm3

Pe 10.890 mm 4

T Curva S Curva S

(horas) S Retrazada

CURVA S

H.U. 3 horas (1 mm)





Curva S

0 0.00

1 1.46

2 5.86

3 11.72 0.00

4 16.11 1.46

5 19.04 5.86

6 20.51 11.72

7 20.51 16.11

8 20.51 19.04

9 20.51 20.51

10 20.51 20.51

11 20.51 20.51

T H.U 1 Hora

(horas) 1 mm

0 01 1.46494708992 5.85978835983 11.71957671964 14.64947089955 13.18452380956 8.78968253977 4.39484126988 1.46494708999 0

10 011 0

Qd

0

0

0

8.8

35.2

70.4

88

79.2

52.8

26.4

8.8

0

369.6

km2221500000 221.5

H.U. 9 horas H.U. 12 horas Curva

(desp. 3 h) (desp. 3 h) S

(m3/s)

m3/s

m2

0.00

1.46

5.86

11.72

16.11

19.04

20.51

20.51

20.51

0 20.51

1.4649470899 20.51

5.8597883598 20.51

11.7195767196 0 20.51

14.6494708995 1.4649470899 20.51

13.1845238095 5.8597883598 20.51

8.7896825397 11.7195767196 20.51

Lluvia Abstracciones AcumuladasExceso LluviaHietograma Acumulada Exceso

mm Ia Fa Pe lluviamm mm mm mm

0 0.000 0.000

5 5.000 12.700 0.000 0.000 0.000

20 25.000 12.700 10.304 1.996 1.996

15 40.000 12.700 19.092 8.208 6.212

5 45.000 12.700 21.410 10.890 2.682

10.890

Curva S - H.U 1 Hora 3horas

Curva Retraz. 1 mm 3horas

CURVA S

H.U. 3 horas (1 mm)





Curva S

0 0

1.46 1.46

5.86 5.86

11.72 11.72

14.65 14.65

13.18 13.18

8.79 8.79

4.39 4.39

1.46 1.46

0 0.00

0 0

qmax 14.65 m3/s

Pe Hidrograma de disenioCaudal Base Hidrograma

mm m3/s m3/s Total

10.890 0.00 3.3 3.3010.890 15.95 3.3 19.2510.890 63.81 3.96 67.7710.890 127.63 3.96 131.5910.890 159.54 3.96 163.5010.890 143.58 2.86 146.4410.890 95.72 2.64 98.3610.890 47.86 3.3 51.1610.890 15.95 3.3 19.2510.890 0.00 3.3 3.3010.890 0.00 3.3 3.3010.890 0.00 3.3 3.30

Qmax 163.50 m3/s

DuracionLluvia

Efectivah

1

2

3

Sol de Oro - Villa Paraiso

Tiempo de Retardo de la Cuenca

Retardo de la Cuenca en horas

Longitud del Cauce Principal en m

Numero de Curva promedio Cuenca

Pendiente Promedio de la Cuenca

1)SACO DE TABLAS,HALLO NC

N94

10000 m DATO 8473

83.1818182 68sumatoria

0.001 m/m PENDIENTE DATO

14.80 horas

2) Tiempo de Lluvia Efectiva

Tiempo de duracion

3.29 horas

3) Tiempo de Concentracion

Tiempo Concentracion horas

5.07.0

7.08.0

14104

86.222540

YNC

NCLtL

Lt

L

NC

Y

L

NC

Y

Lt

9

2L

R

t

t

Rt

Rt

Ct

15

2C

R

t

t

24.67 horas

4) Tiempo Pico

Tiempo Pico en Horas

16.44 horas

LR

P tt

t 2

Pt

Pt

Ct

8) Precipitacion Efectiva

8.37503652 cm

4.33 cm

4.33 cm

Caudal de Diseño

9)

54.71PEXQp

HIDROGRAMA DE DISEÑO

(h) (m)

0 0 0.0 0.00 0.00

0.1 0.015 1.6 0.19 0.82

0.2 0.075 3.3 0.95 4.10

0.3 0.2 4.9 2.53 10.94

0.4 0.3 6.6 3.79 16.41

0.5 0.4 8.2 5.06 21.88

0.6 0.6 9.9 7.59 32.83

0.7 0.8 11.5 10.12 43.77

0.8 0.9 13.2 11.38 49.24

Caudal de Diseño en m3/s

m3/s

(m3/s)

EP

EP

DQ

DQ

Ptt / PQQ / t

32.202032

08.5508

2

NP

NP

PE

P

EPD PQQ *Q

0.9 1 14.8 12.65 54.71

1 1 16.4 12.65 54.71

1.1 1 18.1 12.65 54.71

1.2 0.9 19.7 11.38 49.24

1.3 0.8 21.4 10.12 43.77

1.4 0.8 23.0 10.12 43.77

1.5 0.7 24.7 8.85 38.30

1.6 0.6 26.3 7.59 32.83

1.8 0.4 29.6 5.06 21.88

2 0.3 32.9 3.79 16.41

2.2 0.2 36.2 2.53 10.94

2.4 0.2 39.5 2.53 10.94

2.6 0.1 42.8 1.26 5.47

2.8 0.098 46.0 1.24 5.36

3 0.075 49.3 0.95 4.10

3.5 0.036 57.6 0.46 1.97

4 0.018 65.8 0.23 0.98

4.5 0.009 74.0 0.11 0.49

5 0.004 82.2 0.05 0.22

dato datoRPT: Qmax 54.71

1)SACO DE TABLAS,HALLO NC

A N*A5500 517000

11000 9240003000 2190002500 170000

22000 1830000NC 83.181818182

5) Caudal Pico

10000 has100.00

12.65

Area de la Cuenca en Km2

Caudal Pico en m3/s*cm

km2

m3/s*cm

PP t

AQ

08.2

A

PQ

A

PQ

6)

Año Precipitacion Precipitacionmm mm

1 1991 50 50.0002 1992 55 55.0003 1993 30 30.0004 1994 25 25.0005 1995 70 70.0006 1996 40 40.0007 1997 70 70.0008 1998 30 30.0009 1999 50 50.000

10 2000 60 60.000

Promedio 48.000 48.000Desviacion 16.363916945CV coef varia 0.3409149364CS asimetria -0.0304282473N R T

50 0.5 72.635907286

7)

T 72.635907286p 0.0137672955W 2.9276131542Z 2.2042974403

normalKt 2.1847070799Precipitacion 83.750365204

mm

formulast=t/tpxtp

�=� +�∗�

Q=(Q/Qp)xQpQd=QxPe

m3/s

Hidrograma

Hidrograma

Siletz River

Año PrecipitacionPrecipitacion Ln(P) log(P)mm mm

1 1991 50 50.000 3.9120230054 1.698972 1992 55 55.000 4.0073331852 1.740362693 1993 30 30.000 3.4011973817 1.477121254 1994 25 25.000 3.2188758249 1.397940015 1995 70 70.000 4.248495242 1.845098046 1996 40 40.000 3.6888794541 1.602059997 1997 70 70.000 4.248495242 1.845098048 1998 30 30.000 3.4011973817 1.477121259 1999 50 50.000 3.9120230054 1.69897

10 2000 60 60.000 4.0943445622 1.77815125

Promedio 48.000 48.000 3.813 1.656Desviacion 16.3639169 0.3686906096 0.1601203CV coef varia 0.34091494 0.0966857897 0.09668579CS asimetria -0.03042825 -0.4312346672 -0.43123467

Cs 1000 2.33

0.7 2.840.8 2.9

-0.7304282473 -0.438256950.1 0.06

-0.0304282473 2.40174305

k 2.89

Kt 4.30538001 Kt 2.2042974403Sin transformar Transformado

4.6259901955Q100 118.452881 Q100 102.103825788

Log Pearson

Cs 50-0.1 2.252-0.2 2.1780.1 0.074

0.05648151 0.04179632

Kt 2.21020368

1991 1 1.000 -91.1251992 2 2.000 -42.8751993 3 3.000 -15.6251994 4 4.000 -3.3751995 5 5.000 -0.1251996 6 6.000 0.1251997 7 7.000 3.3751998 8 8.000 15.6251999 9 9.000 42.8752000 10 10.000 91.125

55.000 0.000

Promedio 5.500 5.500Desviacion 3.02765035CV coef varia 0.55048188CS asimetria 0

T 72.635907286p 0.0137672955W 2.9276131542

Z 2.2042974403

normal ln logKt 2.1847070799 1.9262793 1.9262793Precipitacion 83.7503652043 4.52348752 1.96452567

mm 92.1564355 92.1564355mm mm

0 -3.446 0 -0.2820.69314718 -0.546 0.30103 -0.0451.09861229 -0.070 0.47712125 -0.0061.38629436 -0.002 0.60205999 0.0001.60943791 0.001 0.69897 0.0001.79175947 0.022 0.77815125 0.0021.94591015 0.083 0.84509804 0.0072.07944154 0.184 0.90308999 0.0152.19722458 0.324 0.95424251 0.0272.30258509 0.497 1 0.041

15.104 -2.953 6.560 -0.242

1.510 0.6560.73302387 0.318348220.48530445 0.48530445

-1.04116973 -1.04116973

plantillas 2do examen hidrologia

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