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hidrologia
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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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
NIVELES DE SIGNIFICANCIA
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
¡DATOS SON CONFIABLES!
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
TIEMPOS DE RETORNO CON DISTRIBUCION NORMAL
TIEMPOS DE RETORNO CON DISTRIBUCION LOG - NORMAL
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
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
TIEMPO DE RETORNO (años)
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
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
TIEMPO DE RETORNO (años)
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
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
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
Caudal(m3/s)
TIEMPOS DE RETORNO PARA CAUDALES MINIMOS
TIEMPOS DE RETORNO CON DISTRIBUCION NORMAL
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
TIEMPOS DE RETORNO CON DISTRIBUCION LOG - NORMAL
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
TIEMPOS DE RETORNO CON DISTRIBUCION NORMAL
TIEMPOS DE RETORNO CON DISTRIBUCION LOG - NORMAL
10 100 100012.0000
12.5000
13.0000
13.5000
14.0000
14.5000
15.0000
15.5000
Column E
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
Caudal(m3/s)
10 100 100012.0000
12.5000
13.0000
13.5000
14.0000
14.5000
15.0000
15.5000
Column E
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
Caudal(m3/s)
TIEMPOS DE RETORNO PARA CAUDALES MEDIOS
TIEMPOS DE RETORNO CON DISTRIBUCION NORMAL
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
TIEMPOS DE RETORNO CON DISTRIBUCION LOG - NORMAL
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
TIEMPOS DE RETORNO CON DISTRIBUCION NORMAL
TIEMPOS DE RETORNO CON DISTRIBUCION LOG - NORMAL
10 100 100012.0000
12.5000
13.0000
13.5000
14.0000
14.5000
15.0000
15.5000
Column E
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
Caudal(m3/s)
10 100 100012.0000
12.5000
13.0000
13.5000
14.0000
14.5000
15.0000
15.5000
Column E
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
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
TIEMPO DE RETORNO (años)
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 EN CAUDALES MAXIMOS
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(%)
PROBABILIDAD DE OCURRENCIA EN CAUDALES MAXIMOS
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(%)