Ingreso al

Fecha Hora Embalse (m3/s) Fecha Hora

1 M 1.133 7 N
2 N 1.104 M
M 1.048 8 N
3 N 1.472 M
M 3.681 9 N
4 N 8.127 M
M 13.3666 10 N
5 N 17.67 M
M 19.142 11 N
6 N 18.066 M

Area 1.214 km2 Area 1214000 m2

Ancho 4.572 m
K 3.75 mm
Duracion 12 horas
43200 seg

H O (m3/s) Volumen (m3) (2S/Delta t) + O

0 0.00 0
0.1 0.54 121400 6.160
0.2 1.52 242800 12.761
0.3 2.78 364200 19.641
0.4 4.26 485600 26.743
0.5 5.93 607000 34.031

Tiempo (Dias) Tiempo (min) I (m3/s) Ii-1 + Ii (2S/Dt) + Oi O (m3/s)

0 0 0 0 0 0.00
1 1440 1.133 1.133 1.133 0.05
2 2160 1.104 2.237 3.260 0.28
2880 1.048 2.152 4.854 0.46
3 3600 1.472 2.52 6.450 0.66
4320 3.681 5.153 10.290 1.18
4 5040 8.127 11.808 19.746 2.76
 5760 13.366 21.493 35.728 6.40
5 6480 17.67 31.036 53.960 12.06
7200 19.142 36.812 66.655 16.94
6 7920 18.066 37.208 69.985 18.35
8640 16.254 34.32 67.610 17.34
7 9360 11.157 27.411 60.346 14.42
10080 8.693 19.85 51.362 11.15
8 10800 6.654 15.347 44.399 8.89
11520 5.097 11.751 38.364 7.12
9 12240 4.021 9.118 33.240 5.75
12960 3.228 7.249 28.982 4.71
10 13680 2.633 5.861 25.416 3.91
14400 2.18 4.813 22.411 3.28
11 15120 1.812 3.992 19.846 2.77
15840 1.557 3.369 17.666 2.37

Descarga máxima
18.347
 Ingreso al
Embalse (m3/s)
11.157
8.693
6.654
5.097
4.021
3.228
2.633
2.18
1.812
1.557

(2S/Dt) - Oi
0.00
1.02
Gráfica
2.70 7.00
3.93 6.00
5.14 5.00 f(x) = 0.176902458097461 x − 0.42368861667746
7.94 R² = 0.981539890022516
4.00
O (m3/s)

14.23 Column C
3.00 Linear (Column C)

2.00

1.00
 6.00

5.00 f(x) = 0.176902458097461 x − 0.42368861667746

R² = 0.981539890022516
4.00

O (m3/s)
Column C
22.92 3.00 Linear (Column C)

29.84 2.00
32.78
1.00
33.29
0.00
32.93 0 5 10 15 20 25 30 35 40
31.51 (2S/DELTA T) + O
29.05
26.61
24.12
21.73
19.56
17.60
Hidrograma caudales de ingreso y salida
15.85
14.30 INGRESO
12.92 25

20

15
Caudal (m3/s)

10

0
0 2000 4000 6000 8000 10000 12000 14000 16000 18000

Tiempo (min)
Column C
Linear (Column C)
 Column C
Linear (Column C)

00 16000 18000
 T (h) 0 2 4 6

Q (m3/s) 20 20 110 200

Escorrentia directa
Tiempo (Hrs) Caudal (m3/s) Caudal base
(m3/s)
0 20 20 0
2 20 20 0
4 110 20 90
6 200 20 180
8 270 20 250
10 220 20 200
12 180 20 160
14 120 20 100
16 70 20 50
18 45 20 25
20 20 20 0
24 20 20 0
Total 1055

Volumen 7596000 m3 Area 150

Precip efectiva 0.05064 m Area 150000000
Precip efectiva 50.64 mm

T(hrs) HU 42 18 26
2 0.000 0
4 1.777 74.64454976303 0
6 3.555 149.2890995261 31.9905213270142 0
8 4.937 207.345971564 63.9810426540284 46.2085308
10 3.949 165.8767772512 88.8625592417062 92.4170616
12 3.160 132.7014218009 71.0900473933649 128.35703
14 1.975 82.93838862559 56.8720379146919 102.685624
16 0.987 41.4691943128 35.5450236966825 82.1484992
18 0.494 20.7345971564 17.7725118483412 51.342812
20 0.000 0 8.88625592417062 25.671406
22 0.000 0 0 12.835703
24 0.000 0 0 0

Q pico 347
 8 10 12 14 16 18 20 24

270 220 180 120 70 45 20 20

Hidrograma Escorrentia
300
CAUDAL (M3/S)

250

200

150

100

50

0
0 5 10 15 20 25
TIEMPO (min)

km2
m2
Tiempo (Hrs) HU
0 0.00
2 0.00
Q total 4 1.78
0 6 3.55
74.6445498 8 4.94
181.279621 10 3.95
317.535545 12 3.16
347.156398 14 1.97
332.148499 16 0.99
242.496051 18 0.49
159.162717 20 0.00
 89.849921 22 0.00
34.5576619 24 0.00
12.835703
0

m3/s

Hidrograma
400
CAUDAL (M3/S)

350

300

250

200

150

100

50

0
0 5 10 15 20 25
TIEMPO (min)
20 25 30

Hidrograma Unitario
6.00
CAUDAL (M3/S)

5.00

4.00

3.00

2.00

1.00

0.00
0 5 10 15 20 25 30
TIEMPO (min)
 2.00

1.00

0.00
0 5 10 15 20 25 30
TIEMPO (min)

20 25 30
5 30
5 30
 Interpolacion
n μy
25 0.5309
30 0.5362
30 0.5362

Año Q max (m3/s) Prueba Klomogorov-Smirnov

1980 418 m Q max Px Fx (Gumbel)
1981 522 1 367 0.032 0.213
1982 367 2 369 0.065 0.214
1983 610 3 418 0.097 0.242
1984 779 4 520 0.129 0.302
1985 1410 5 522 0.161 0.304
1986 818 6 557 0.194 0.325
1987 824 7 563 0.226 0.329
1988 520 8 581 0.258 0.340
1989 740 9 600 0.290 0.351
1990 683 10 610 0.323 0.358
1991 917 11 618 0.355 0.363
1992 557 12 658 0.387 0.387
1993 1030 13 683 0.419 0.403
1994 600 14 740 0.452 0.437
1995 824 15 779 0.484 0.461
1996 1230 16 818 0.516 0.484
1997 581 17 824 0.548 0.488
1998 563 18 824 0.581 0.488
1999 369 19 876 0.613 0.518
2000 658 20 917 0.645 0.541
2001 876 21 921 0.677 0.543
2002 1120 22 934 0.710 0.551
2003 1150 23 1030 0.742 0.602
2004 618 24 1120 0.774 0.646
2005 934 25 1150 0.806 0.660
2006 921 26 1230 0.839 0.696
 2007 1660 27 1410 0.871 0.765
2008 3800 28 1660 0.903 0.838
2009 2280 29 2280 0.935 0.940
30 3800 0.968 0.995
a)
n= 30
μy = 0.5362
σy = 1.1124

X= 945.97
S= 662.43

α= 0.0017
β= 626.7
 Interpolacion
σy n D0
1.0914 25 0.24
1.1124 30 0.22
1.1124 30 0.22

I Fx - Px I
0.181 D = 0.181
0.150 D0 = 0.22
0.145
0.173
0.142 b)
0.131 Para
0.103 T = 23.74 años
0.082 Q max = 2500.00 m3/s
0.061
0.035 c)
0.008 Para
0.000 T = 75 años
0.017 Q max = 3193.71 m3/s
0.014
0.023
0.032
0.061
0.093
0.095
0.104
0.134
0.159
0.140
0.128
0.146
0.143
0.106
0.065
0.004
0.027
 OFERTA DEMANDA
Mes Dias VOL(MMC) VOL ACUMUL VOL (MMC)
Enero 31 2.418 2.418 1.806
Febrero 28 2.529 4.947 2.015
Marzo 31 2.517 7.464 2.107
Abril 30 2.205 9.669 2.491
Mayo 31 2.072 11.741 1.637
Junio 30 1.954 13.695 1.154
Julio 31 1.93 15.625 1.239
Agos 31 1.921 17.546 2.164
Set 30 1.89 19.436 2.733
Oct 31 1.921 21.357 3.729
Nov 30 1.911 23.268 4.414
Dic 31 2.008 25.276 4.464
 Volumen maximo 10.993 MMC

DEMANDA
VOL ACUMUL Xi-Di Xi-Di acum Simulac Embal Excedente Estado
1.806 0.612 0.612 10.993 0.612 full
3.821 0.514 1.126 10.993 1.126 Full
5.928 0.41 1.536 10.993 1.536 Full
8.419 -0.286 1.25 10.993 1.25 Full
10.056 0.435 1.685 10.993 1.685 Full
11.21 0.8 2.485 10.993 2.485 Full
12.449 0.691 3.176 10.993 3.176 Full
14.613 -0.243 2.933 10.993 2.933 Full
17.346 -0.843 2.09 10.993 2.09 Full
21.075 -1.808 0.282 10.993 0.282 Full
25.489 -2.503 -2.221 8.772
29.953 -2.456 -4.677 4.095

Simulación de Embalse
12
MMC

10
 Simulación de Embalse
12

Volumenes MMC
10

0
0 2 4 6 8
MESES
de Embalse
de Embalse

8 10 12 14
ES