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6 4.5 0.2 0.2 0.3 16.7 AÑO MAS SECO10 4 0.3 0.4 0.25 30.95
30.911 14.223 6.771 3.441 1.765 CAUDAL MODULO
0 10 20 30 40 50 60 700
10
20
30
40
50
60
70
80
90
f(x) = 1.23236821561342 x + 0.186863130942847
Comparacion
Q Suncho Corral
Q C
olon
ia D
ora
0 2 4 6 8 10 12 140.000
5.000
10.000
15.000
20.000
25.000
30.000
35.000
40.000
Hidrograma Colonia Dora
meses
caud
ales
med
ios
0 10 20 30 40 50 60 700
10
20
30
40
50
60
70
80
90
f(x) = 1.23236821561342 x + 0.186863130942847
Comparacion
Q Suncho Corral
Q C
olon
ia D
ora
0 2 4 6 8 10 12 140.000
5.000
10.000
15.000
20.000
25.000
30.000
35.000
40.000
45.000
Hidrograma Suncho Corral
meses
caud
ales
med
ios
0 2 4 6 8 10 12 140.000
5.000
10.000
15.000
20.000
25.000
30.000
35.000
40.000
Hidrograma Colonia Dora
meses
caud
ales
med
ios
19.523.25
2734.1
3950.75
144.15186
85.2510.515.521.7
1.79917808219178
10.513.95
1824.8
3039.15117.8157.572.85
67.75
10.851.39493150684932
[(Qi+Qi+1)/2]Δti
[(Qi+Qi+1)/2]Δti
0 2 4 6 8 10 12 140.000
5.000
10.000
15.000
20.000
25.000
30.000
35.000
40.000
Hidrograma Colonia Dora
meses
caud
ales
med
ios
0 2 4 6 8 10 12 140.000
5.000
10.000
15.000
20.000
25.000
30.000
35.000
40.000
45.000
Hidrograma Suncho Corral
meses
caud
ales
med
ios
0 2 4 6 8 10 12 140.000
5.000
10.000
15.000
20.000
25.000
30.000
35.000
40.000
Hidrograma Colonia Dora
meses
caud
ales
med
ios
mes /año caudales
m3/s m/n+1
1 F 578.34 0.027027032 E 394.74 0.054054053 M 327.726 0.081081084 M 307.53 0.108108115 A 275.4 0.135135146 A 261.63 0.162162167 F 215.73 0.189189198 F 182.682 0.216216229 M 175.338 0.24324324
10 M 160.65 0.2702702711 E 153.306 0.297297312 D 128.52 0.3243243213 M 111.996 0.3513513514 D 100.98 0.3783783815 J 98.226 0.4054054116 E 93.636 0.4324324317 D 72.706 0.4594594618 A 67.748 0.4864864919 N 65.545 0.5135135120 N 52.24 0.5405405421 J 47.736 0.5675675722 J 46.181 0.5945945923 O 44.615 0.6216216224 N 42.876 0.6486486525 O 38.189 0.67567568 Qaguapotable (m3/s)=26 S.89 32.594 0.7027027 Qenergiaelectrica (m3/s)=27 O 31.126 0.72972973 Qagricola (m3/s)=28 A 30.942 0.7567567629 S.88 30.758 0.7837837830 M 27.724 0.8108108131 J 24.786 0.8378378432 A 21.395 0.8648648633 A 20.563 0.8918918934 S.87 18.727 0.9189189235 J 14.602 0.9459459536 J 14.321 0.97297297
0.027027027027027
0.0810810810810811
0.135135135135135
0.189189189189189
0.243243243243243
0.297297297297297
0.351351351351351
0.405405405405405
0.45945945945946
0.513513513513514
0.567567567567568
0.621621621621622
0.675675675675676
0.72972972972973
0.783783783783784
0.837837837837838
0.891891891891892
0.9459459459459460
100
200
300
400
500
600
700
Curva de caudales clasificados
Probabilidad
Caud
al
14.64532.59468.85
0.027027027027027
0.0810810810810811
0.135135135135135
0.189189189189189
0.243243243243243
0.297297297297297
0.351351351351351
0.405405405405405
0.45945945945946
0.513513513513514
0.567567567567568
0.621621621621622
0.675675675675676
0.72972972972973
0.783783783783784
0.837837837837838
0.891891891891892
0.9459459459459460
100
200
300
400
500
600
700
Curva de caudales clasificados
Probabilidad
Caud
al
0.027027027027027
0.0810810810810811
0.135135135135135
0.189189189189189
0.243243243243243
0.297297297297297
0.351351351351351
0.405405405405405
0.45945945945946
0.513513513513514
0.567567567567568
0.621621621621622
0.675675675675676
0.72972972972973
0.783783783783784
0.837837837837838
0.891891891891892
0.9459459459459460
100
200
300
400
500
600
700
Curva de caudales clasificados
Probabilidad
Caud
al
altura area A perimetro mojado radio hidraulico Rh pendiente S0.5 0 0 0 0.003