Distribucion Con Caudales

DATOS

m Q max Q min Q medio1 177.00 7.80 23.582 139.00 6.10 20.123 214.00 6.50 21.044 140.00 7.50 19.655 210.00 9.20 20.456 207.00 11.70 33.617 205.00 14.80 39.508 183.00 11.60 36.519 132.00 10.80 31.4910 185.00 12.30 30.4711 145.20 5.76 19.2312 102.00 6.80 22.5913 160.00 9.21 23.4414 181.70 10.40 26.6315 191.70 10.20 29.5616 164.70 11.00 27.1717 163.50 5.26 19.6618 189.40 10.50 23.1219 194.00 8.00 25.5920 134.00 7.50 23.2421 185.40 7.50 31.5422 192.90 8.20 25.0823 183.70 9.20 25.2624 132.00 10.70 29.5725 187.80 6.80 32.74

ANALISIS DE CONFIABILIDAD PARA CAUDALES MAXIMOS : "DISTRIBUCION NORMAL''

m

1 177.00 102.002 139.00 132.003 214.00 132.004 140.00 134.005 210.00 139.006 207.00 140.007 205.00 145.208 183.00 160.009 132.00 163.50

10 185.00 164.7011 145.20 177.0012 102.00 181.7013 160.00 183.0014 181.70 183.7015 191.70 185.0016 164.70 185.4017 163.50 187.8018 189.40 189.4019 194.00 191.7020 134.00 192.9021 185.40 194.0022 192.90 205.0023 183.70 207.0024 132.00 210.0025 187.80 214.00

4300.0

172.00

NIVELES DE SIGNIFICANCIA

0.05

5 0.56010 0.41015 0.340

Q max (m3/s) Q max (m3/s)

Δ = |F(z)-P(x)|max

TAMAÑO DE

MUESTRA

20 0.29025 0.27030 0.24035 0.23040 0.21045 0.20050 0.190

>50 1.36/()^1/2

¡DATOS SON CONFIABLES!

ANALISIS DE CONFIABILIDAD PARA CAUDALES MAXIMOS : "DISTRIBUCION NORMAL''

P(x)=m/N+1 z F(z) |F(z)-P(x)|

0.03846 4900.00 -2.38044 0.00865 0.029820.07692 1600.00 -1.36025 0.08688 0.009950.11538 1600.00 -1.36025 0.08688 0.028510.15385 1444.00 -1.29224 0.09814 0.055710.19231 1089.00 -1.12221 0.13089 0.061420.23077 1024.00 -1.08820 0.13825 0.092520.26923 718.24 -0.91137 0.18105 0.088180.30769 144.00 -0.40807 0.34161 0.033920.34615 72.25 -0.28905 0.38627 0.040120.38462 53.29 -0.24825 0.40197 0.017360.42308 25.00 0.17003 0.56751 0.144430.46154 94.09 0.32986 0.62925 0.167710.50000 121.00 0.37407 0.64582 0.145820.53846 136.89 0.39787 0.65464 0.116180.57692 169.00 0.44208 0.67078 0.093860.61538 179.56 0.45568 0.67569 0.060310.65385 249.64 0.53730 0.70447 0.050620.69231 302.76 0.59171 0.72298 0.030670.73077 388.09 0.66992 0.74855 0.017780.76923 436.81 0.71073 0.76137 0.007860.80769 484.00 0.74814 0.77281 0.034880.84615 1089.00 1.12221 0.86911 0.022960.88462 1225.00 1.19022 0.88302 0.001600.92308 1444.00 1.29224 0.90186 0.021210.96154 1764.00 1.42826 0.92339 0.03815

20753.62

S29.41

0.16771


0.01

0.670

0.490

0.400

( x-x )2

Δ = |F(z)-P(x)|max

0.360

0.320

0.290

0.270

0.250

0.240

0.6301.63/()^1/2


ANALISIS DE CONFIABILIDAD PARA CAUDALES MINIMOS : "DISTRIBUCION NORMAL''

m

1 7.80 5.262 6.10 5.763 6.50 6.104 7.50 6.505 9.20 6.806 11.70 6.807 14.80 7.508 11.60 7.509 10.80 7.50

10 12.30 7.8011 5.76 8.0012 6.80 8.2013 9.21 9.2014 10.40 9.2015 10.20 9.2116 11.00 10.2017 5.26 10.4018 10.50 10.5019 8.00 10.7020 7.50 10.8021 7.50 11.0022 8.20 11.6023 9.20 11.7024 10.70 12.3025 6.80 14.80

225.3

x9.01


0.05

Q min (m3/s) Q min (m3/s)

Δ = |F(z)-P(x)|max

TAMAÑO DE

MUESTRA

5 0.56010 0.41015 0.34020 0.29025 0.27030 0.24035 0.23040 0.21045 0.20050 0.190

>50 1.36/()^1/2


ANALISIS DE CONFIABILIDAD PARA CAUDALES MINIMOS : "DISTRIBUCION NORMAL''

P(x)=m/N+1 z F(z) |F(z)-P(x)|

0.03846 14.09 -1.59353 0.05552 0.017060.07692 10.58 -1.38124 0.08360 0.006680.11538 8.49 -1.23689 0.10806 0.007320.15385 6.32 -1.06705 0.14297 0.010870.19231 4.90 -0.93968 0.17369 0.018620.23077 4.90 -0.93968 0.17369 0.057080.26923 2.29 -0.64247 0.26028 0.008950.30769 2.29 -0.64247 0.26028 0.047410.34615 2.29 -0.64247 0.26028 0.085870.38462 1.47 -0.51510 0.30324 0.081370.42308 1.03 -0.43018 0.33353 0.089550.46154 0.66 -0.34527 0.36495 0.096590.50000 0.03 0.07931 0.53161 0.031610.53846 0.03 0.07931 0.53161 0.006850.57692 0.04 0.08356 0.53330 0.043630.61538 1.41 0.50389 0.69283 0.077450.65385 1.92 0.58881 0.72200 0.068160.69231 2.21 0.63127 0.73607 0.043760.73077 2.85 0.71618 0.76306 0.032290.76923 3.19 0.75864 0.77597 0.006740.80769 3.95 0.84356 0.80054 0.007150.84615 6.69 1.09830 0.86396 0.017810.88462 7.22 1.14076 0.87302 0.011600.92308 10.80 1.39551 0.91857 0.004510.96154 33.49 2.45696 0.99299 0.03146

133.13

S2.36

0.09659


0.01

( x-x )2

Δ = |F(z)-P(x)|max

0.670

0.490

0.400

0.360

0.320

0.290

0.270

0.250

0.240

0.6301.63/()^1/2


ANALISIS DE CONFIABILIDAD PARA CAUDALES MEDIOS: "DISTRIBUCION NORMAL''

m

1 23.58 19.232 20.12 19.653 21.04 19.664 19.65 20.125 20.45 20.456 33.61 21.047 39.50 22.598 36.51 23.129 31.49 23.24

10 30.47 23.4411 19.23 23.5812 22.59 25.0813 23.44 25.2614 26.63 25.5915 29.56 26.6316 27.17 27.1717 19.66 29.5618 23.12 29.5719 25.59 30.4720 23.24 31.4921 31.54 31.5422 25.08 32.7423 25.26 33.6124 29.57 36.5125 32.74 39.50

660.8

x26.43


0.05

Q min (m3/s) Q max (m3/s)

Δ = |F(z)-P(x)|max

TAMAÑO DE

MUESTRA

5 0.56010 0.41015 0.34020 0.29025 0.27030 0.24035 0.23040 0.21045 0.20050 0.190

>50 1.36/()^1/2


ANALISIS DE CONFIABILIDAD PARA CAUDALES MEDIOS: "DISTRIBUCION NORMAL''

P(x)=m/N+1 z F(z) |F(z)-P(x)|

0.03846 51.89 -1.28249 0.09984 0.061370.07692 46.02 -1.20771 0.11358 0.036660.11538 45.88 -1.20593 0.11392 0.001460.15385 39.86 -1.12404 0.13050 0.023350.19231 35.80 -1.06529 0.14337 0.048930.23077 29.09 -0.96025 0.16847 0.062300.26923 14.77 -0.68429 0.24690 0.022340.30769 10.98 -0.58993 0.27762 0.030080.34615 10.20 -0.56857 0.28482 0.061330.38462 8.96 -0.53296 0.29703 0.087590.42308 8.14 -0.50804 0.30571 0.117360.46154 1.83 -0.24099 0.40478 0.056760.50000 1.38 -0.20894 0.41725 0.082750.53846 0.71 -0.15019 0.44031 0.098150.57692 0.04 0.03497 0.51395 0.062980.61538 0.54 0.13110 0.55215 0.063230.65385 9.77 0.55661 0.71110 0.057260.69231 9.84 0.55839 0.71171 0.019400.73077 16.29 0.71862 0.76381 0.033040.76923 25.57 0.90021 0.81600 0.046770.80769 26.08 0.90911 0.81836 0.010660.84615 39.77 1.12276 0.86923 0.023080.88462 51.50 1.27765 0.89931 0.014700.92308 101.53 1.79394 0.96359 0.040510.96154 170.73 2.32627 0.99000 0.02846

757.19

S5.62

0.11736


0.01

( x-x )2

Δ = |F(z)-P(x)|max

0.670

0.490

0.400

0.360

0.320

0.290

0.270

0.250

0.240

0.6301.63/()^1/2


ANALISIS DE CONFIABILIDAD Q MAXIMOS: "DISTRIBUCION LOG - NORMAL DE 2 PARAMETROS"

m

1 177.00 102.002 139.00 132.003 214.00 132.004 140.00 134.005 210.00 139.006 207.00 140.007 205.00 145.208 183.00 160.009 132.00 163.50

10 185.00 164.7011 145.20 177.0012 102.00 181.7013 160.00 183.0014 181.70 183.7015 191.70 185.0016 164.70 185.4017 163.50 187.8018 189.40 189.4019 194.00 191.7020 134.00 192.9021 185.40 194.0022 192.90 205.0023 183.70 207.0024 132.00 210.0025 187.80 214.00

SUMA 4300.0

x

172.00

Cv

0.170967


0.05

5 0.560

Qmax (m3/s)

Qmax (m3/s)

Δ = |F(z)-P(x)|max

TAMAÑO DE

MUESTRA

10 0.41015 0.34020 0.29025 0.27030 0.24035 0.23040 0.21045 0.20050 0.190

>50 1.36/()^1/2


ANALISIS DE CONFIABILIDAD Q MAXIMOS: "DISTRIBUCION LOG - NORMAL DE 2 PARAMETROS"

P(x)=m/N+1 y z F(z) |F(z)-P(x)|

0.03846 4900.00000 4.62497 -2.99355 0.00138 0.037080.07692 1600.00000 4.88280 -1.47456 0.07017 0.006760.11538 1600.00000 4.88280 -1.47456 0.07017 0.045220.15385 1444.00000 4.89784 -1.38596 0.08288 0.070970.19231 1089.00000 4.93447 -1.17013 0.12097 0.071330.23077 1024.00000 4.94164 -1.12790 0.12968 0.101090.26923 718.24000 4.97811 -0.91304 0.18061 0.088620.30769 144.00000 5.07517 -0.34121 0.36647 0.058780.34615 72.25000 5.09681 -0.21372 0.41538 0.069230.38462 53.29000 5.10413 -0.17064 0.43225 0.047640.42308 25.00000 5.17615 0.25369 0.60013 0.177060.46154 94.09000 5.20236 0.40809 0.65840 0.196860.50000 121.00000 5.20949 0.45009 0.67368 0.173680.53846 136.89000 5.21330 0.47258 0.68174 0.143280.57692 169.00000 5.22036 0.51413 0.69642 0.119500.61538 179.56000 5.22252 0.52685 0.70085 0.085470.65385 249.64000 5.23538 0.60263 0.72662 0.072780.69231 302.76000 5.24386 0.65261 0.74300 0.050690.73077 388.09000 5.25593 0.72372 0.76538 0.034610.76923 436.81000 5.26217 0.76049 0.77652 0.007290.80769 484.00000 5.26786 0.79399 0.78640 0.021290.84615 1089.00000 5.32301 1.11891 0.86841 0.022260.88462 1225.00000 5.33272 1.17611 0.88022 0.004390.92308 1444.00000 5.34711 1.26088 0.89632 0.026750.96154 1764.00000 5.36598 1.37204 0.91498 0.04656

###

29.41

0.1697373 5.133089

0.19686


0.01

0.670

( ( X-X ̅ )2 )2

Sx

σy µy

Δ = |F(z)-P(x)|max

0.490

0.400

0.360

0.320

0.290

0.270

0.250

0.240

0.6301.63/()^1/2


ANALISIS DE CONFIABILIDAD Q MINIIMOS: "DISTRIBUCION LOG - NORMAL DE 2 PARAMETROS"

m

1 7.80 5.262 6.10 5.763 6.50 6.104 7.50 6.505 9.20 6.806 11.70 6.807 14.80 7.508 11.60 7.509 10.80 7.50

10 12.30 7.8011 5.76 8.0012 6.80 8.2013 9.21 9.2014 10.40 9.2015 10.20 9.2116 11.00 10.2017 5.26 10.4018 10.50 10.5019 8.00 10.7020 7.50 10.8021 7.50 11.0022 8.20 11.6023 9.20 11.7024 10.70 12.3025 6.80 14.80

SUMA 225.3

x

9.01

Cv

0.261313

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

Δ = |F(z)-P(x)|max


0.05

5 0.56010 0.41015 0.34020 0.29025 0.27030 0.24035 0.23040 0.21045 0.20050 0.190

>50 1.36/()^1/2


TAMAÑO DE MUESTRA

ANALISIS DE CONFIABILIDAD Q MINIIMOS: "DISTRIBUCION LOG - NORMAL DE 2 PARAMETROS"

P(x)=m/N+1 y z F(z) |F(z)-P(x)|

0.03846 14.08651 1.66013 -1.96697 0.02459 0.013870.07692 10.58331 1.75094 -1.61365 0.05330 0.023620.11538 8.48673 1.80829 -1.39051 0.08219 0.033200.15385 6.31617 1.87180 -1.14338 0.12644 0.027410.19231 4.89825 1.91692 -0.96782 0.16657 0.025740.23077 4.89825 1.91692 -0.96782 0.16657 0.064200.26923 2.28977 2.01490 -0.58659 0.27874 0.009510.30769 2.28977 2.01490 -0.58659 0.27874 0.028950.34615 2.28977 2.01490 -0.58659 0.27874 0.067410.38462 1.47185 2.05412 -0.43399 0.33215 0.052470.42308 1.02657 2.07944 -0.33548 0.36863 0.054450.46154 0.66129 2.10413 -0.23940 0.40540 0.056140.50000 0.03489 2.21920 0.20832 0.58251 0.082510.53846 0.03489 2.21920 0.20832 0.58251 0.044050.57692 0.03873 2.22029 0.21255 0.58416 0.007240.61538 1.40849 2.32239 0.60980 0.72900 0.113620.65385 1.92321 2.34181 0.68535 0.75344 0.099590.69231 2.21057 2.35138 0.72259 0.76503 0.072730.73077 2.84529 2.37024 0.79600 0.78698 0.056220.76923 3.19265 2.37955 0.83220 0.79735 0.028120.80769 3.94737 2.39790 0.90359 0.81689 0.009200.84615 6.69153 2.45101 1.11024 0.86655 0.020400.88462 7.21889 2.45959 1.14364 0.87361 0.011000.92308 10.80305 2.50960 1.33822 0.90959 0.013490.96154 33.48705 2.69463 2.05815 0.98021 0.01867

133.13494

2.36

0.2570101 2.165663

0.06741

( ( X-X ̅ )2 )2

Sx

σy µy

Δ = |F(z)-P(x)|max


0.01

0.670

0.490

0.400

0.360

0.320

0.290

0.270

0.250

0.240

0.6301.63/()^1/2


ANALISIS DE CONFIABILIDAD Q MEDIOS : "DISTRIBUCION LOG - NORMAL DE 2 PARAMETROS"

m

1 23.58 19.232 20.12 19.653 21.04 19.664 19.65 20.125 20.45 20.456 33.61 21.047 39.50 22.598 36.51 23.129 31.49 23.24

10 30.47 23.4411 19.23 23.5812 22.59 25.0813 23.44 25.2614 26.63 25.5915 29.56 26.6316 27.17 27.1717 19.66 29.5618 23.12 29.5719 25.59 30.4720 23.24 31.4921 31.54 31.5422 25.08 32.7423 25.26 33.6124 29.57 36.5125 32.74 39.50

SUMA 660.8

x

26.43

Cv

0.212491

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

Δ = |F(z)-P(x)|max


0.05

5 0.56010 0.41015 0.34020 0.29025 0.27030 0.24035 0.23040 0.21045 0.20050 0.190

>50 1.36/()^1/2


TAMAÑO DE MUESTRA

ANALISIS DE CONFIABILIDAD Q MEDIOS : "DISTRIBUCION LOG - NORMAL DE 2 PARAMETROS"

P(x)=m/N+1 y z F(z) |F(z)-P(x)|

0.03846 51.89185 2.95647 -1.40892 0.07943 0.040970.07692 46.01723 2.97808 -1.30611 0.09576 0.018830.11538 45.88166 2.97859 -1.30369 0.09617 0.019210.15385 39.86154 3.00171 -1.19363 0.11631 0.037530.19231 35.80347 3.01798 -1.11622 0.13216 0.060140.23077 29.09092 3.04643 -0.98087 0.16333 0.067440.26923 14.77326 3.11751 -0.64263 0.26023 0.009000.30769 10.97994 3.14070 -0.53227 0.29727 0.010420.34615 10.19908 3.14587 -0.50764 0.30585 0.040300.38462 8.96164 3.15444 -0.46686 0.32030 0.064320.42308 8.14303 3.16040 -0.43853 0.33050 0.092570.46154 1.83223 3.22207 -0.14506 0.44233 0.019210.50000 1.37734 3.22922 -0.11103 0.45580 0.044200.53846 0.71166 3.24220 -0.04926 0.48035 0.058110.57692 0.03857 3.28204 0.14030 0.55579 0.021130.61538 0.54228 3.30211 0.23583 0.59322 0.022170.65385 9.77438 3.38642 0.63701 0.73794 0.084100.69231 9.83700 3.38676 0.63862 0.73847 0.046160.73077 16.29252 3.41674 0.78129 0.78268 0.051920.76923 25.56718 3.44967 0.93798 0.82587 0.056640.80769 26.07532 3.45126 0.94553 0.82781 0.020110.84615 39.77068 3.48860 1.12322 0.86933 0.023170.88462 51.50072 3.51482 1.24801 0.89399 0.009370.92308 101.53384 3.59759 1.64184 0.94969 0.026610.96154 170.73081 3.67630 2.01641 0.97812 0.01658

757.18818

5.62

0.2101491 3.252555

0.09257

( ( X-X ̅ )2 )2

Sx

σy µy

Δ = |F(z)-P(x)|max


0.01

0.670

0.490

0.400

0.360

0.320

0.290

0.270

0.250

0.240

0.6301.63/()^1/2


TIEMPOS DE RETORNO PARA CAUDALES MAXIMOS

TIEMPOS DE RETORNO CON DISTRIBUCION NORMAL

TR F(Z) Z X25 0.96 1.7507 223.481350 0.98 2.0537 232.3933

100 0.99 2.3263 240.4094200 0.995 2.5758 247.7458

TIEMPOS DE RETORNO CON DISTRIBUCION LOG - NORMAL

TR F(Z) Z y x25 0.96 1.7507 5.4302 228.2053350 0.98 2.0537 5.4817 240.25164

100 0.99 2.3263 5.5280 251.62933200 0.995 2.5758 5.5703 262.51373

TIEMPOS DE RETORNO PARA CAUDALES MAXIMOS



10 100 1000210.0000

215.0000

220.0000

225.0000

230.0000

235.0000

240.0000

245.0000

250.0000

Column E

TIEMPO DE RETORNO (años)

Caudal(m3/S)

10 100 1000210.00000

220.00000

230.00000

240.00000

250.00000

260.00000

270.00000

Column F


Caudal(m3/s)

10 100 1000210.00000

220.00000

230.00000

240.00000

250.00000

260.00000

270.00000

Column F


Caudal(m3/s)

10 100 1000210.0000

215.0000

220.0000

225.0000

230.0000

235.0000

240.0000

245.0000

250.0000

Column E


Caudal(m3/S)

10 100 1000210.00000

220.00000

230.00000

240.00000

250.00000

260.00000

270.00000

Column F


Caudal(m3/s)

10 100 1000200.0000

210.0000

220.0000

230.0000

240.0000

250.0000

260.0000

270.0000

Column E

Column F


Caudal(m3/s)

10 100 1000210.00000

220.00000

230.00000

240.00000

250.00000

260.00000

270.00000

Column F


Caudal(m3/s)

10 100 1000200.0000

210.0000

220.0000

230.0000

240.0000

250.0000

260.0000

270.0000

Column E

Column F


Caudal(m3/s)

TIEMPOS DE RETORNO PARA CAUDALES MINIMOS


TR F(Z) Z X25 0.96 1.7507 13.136550 0.98 2.0537 13.8503

100 0.99 2.3263 14.4924200 0.995 2.5758 15.0800


TR F(Z) Z y x25 0.96 1.7507 2.6156 13.6755250 0.98 2.0537 2.6935 14.78329

100 0.99 2.3263 2.7636 15.85616200 0.995 2.5758 2.8277 16.90615

TIEMPOS DE RETORNO PARA CAUDALES MINIMOS



10 100 100012.0000

12.5000

13.0000

13.5000

14.0000

14.5000

15.0000

15.5000

Column E


Caudal(m3/s)

10 100 100013.00000

13.50000

14.00000

14.50000

15.00000

15.50000

16.00000

16.50000

17.00000

17.50000

Column F


Caudal(m3/s)

10 100 100012.0000

12.5000

13.0000

13.5000

14.0000

14.5000

15.0000

15.5000

Column E


Caudal(m3/s)

10 100 100013.00000

13.50000

14.00000

14.50000

15.00000

15.50000

16.00000

16.50000

17.00000

17.50000

Column F


Caudal(m3/s)

10 100 100013.0000

13.5000

14.0000

14.5000

15.0000

15.5000

16.0000

16.5000

17.0000

17.5000

Column E

Column F


Caudal(m3/s)

10 100 100013.0000

13.5000

14.0000

14.5000

15.0000

15.5000

16.0000

16.5000

17.0000

17.5000

Column E

Column F


Caudal(m3/s)

TIEMPOS DE RETORNO PARA CAUDALES MEDIOS


TR F(Z) Z X25 0.96 1.7507 36.267050 0.98 2.0537 37.9693

100 0.99 2.3263 39.5005200 0.995 2.5758 40.9018


TR F(Z) Z y x25 0.96 1.7507 3.6205 37.3547350 0.98 2.0537 3.6841 39.81119

100 0.99 2.3263 3.7414 42.15842200 0.995 2.5758 3.7939 44.42768

TIEMPOS DE RETORNO PARA CAUDALES MEDIOS



10 100 100012.0000

12.5000

13.0000

13.5000

14.0000

14.5000

15.0000

15.5000

Column E


Caudal(m3/s)

10 100 100033.0000

34.0000

35.0000

36.0000

37.0000

38.0000

39.0000

40.0000

41.0000

42.0000

Column E


Caudal(m3/s)

10 100 100012.0000

12.5000

13.0000

13.5000

14.0000

14.5000

15.0000

15.5000

Column E


Caudal(m3/s)

10 100 100033.0000

34.0000

35.0000

36.0000

37.0000

38.0000

39.0000

40.0000

41.0000

42.0000

Column E


Caudal(m3/s)

10 100 100035.0000

36.0000

37.0000

38.0000

39.0000

40.0000

41.0000

42.0000

43.0000

44.0000

45.0000

Column E

Column F


Caudal(m3/s)

10 100 100035.0000

36.0000

37.0000

38.0000

39.0000

40.0000

41.0000

42.0000

43.0000

44.0000

45.0000

Column E

Column F


Caudal(m3/s)

PROBABILIDAD DE OCURRENCIA EN CAUDALES MAXIMOS

PROBABILIDAD DE OCURRENCIA CON DISTRIBUCION NORMAL

P max z f(z) Probabilidad(%)150 -0.74814 0.22719 22.72250 2.65249 0.99600 99.60350 6.05311 1.00000 100.00

PROBABILIDAD DE OCURRENCIA CON DISTRIBUCION LOG-NORMAL

P max Y Z F(Z)150 5.01064 -0.72143 0.235322250 5.52146 2.28808 0.988933350 5.85793 4.27039 0.999990


PROBABILIDAD DE OCURRENCIA CON DISTRIBUCION NORMAL

PROBABILIDAD DE OCURRENCIA CON DISTRIBUCION LOG-NORMAL

Probabilidad(%)23.53298.89399.999

100 150 200 250 300 350 4000.00

20.00

40.00

60.00

80.00

100.00

120.00

Column E

Caudal(m3/s)

Probabilidad(%)

100 150 200 250 300 350 4000.000

20.000

40.000

60.000

80.000

100.000

120.000

Column F

Caudal(m3/s)

Probabilidad(%)


100 150 200 250 300 350 4000.00

20.00

40.00

60.00

80.00

100.00

120.00

Column E

Caudal(m3/s)

Probabilidad(%)

100 150 200 250 300 350 4000.000

20.000

40.000

60.000

80.000

100.000

120.000

Column F

Caudal(m3/s)

Probabilidad(%)

Distribucion Con Caudales

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