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PRECIPITACIONES
CONFIABILIDAD DE INFORMACONPRECIPITACIONESINFORMACION PLUVIOMETRICA:ESTACION: LAMBAYEQUELATITUD: 064353.5LONGITUD: 795426CATEGORIA: CPmAOSQ
120143.7
220138.5
3201222.1
420117.1
5201019.7
620095.7
7200811.7
820072.4
920069.1
1020053.9
1120043.6
12200314.7
13200215.2
14200140.8
1520006
16199932
171998116
ORDENAMIENTO DE LA PRECIPITACIONES mQ
12.40
23.60
33.70
43.90
55.70
66.00
77.10
88.50
99.10
1011.70
1114.70
1215.20
1319.70
1422.10
1532.00
1640.80
17116.00
DISTRIBUCIONES TEORICASI. DISTRIBUCION NORMAL:A. AJUSTE MEDIANTE EL ESTADISTICO SMIRNOV - KOLMOGOROV
OBTENCIN DEL ESTADSTICO S-K Y VERIFICACIN DE LA CONFIABILIDAD
Para la distribucin normal con N = 17 datos de Precipitacin mxima 24h de la estacin Udima, procedemos a Calcular el estadstico S-k, con un nivel de significancia de 0.05.
N
150.34
17S-K
200.29
PRECIPITACIONESHIDROLOGIA
[Escriba texto]Pgina 10
TABULACION
mQ = x - X( - X)2P(X) = m/N+1Z=( - X)/F(Z)F(Z) - P(X) |F(Z) - P(X) |
12.40-16.55273.99990.0556-0.819910.206140.150580.15058
23.60-15.35235.71280.1111-0.760470.223490.112380.11238
33.70-15.25232.65220.1667-0.755510.224970.058300.05830
43.90-15.05226.59100.2222-0.745610.227950.005730.00573
55.70-13.25175.64040.2778-0.656450.25577-0.022010.02201
66.00-12.95167.77870.3333-0.641590.26057-0.072760.07276
77.10-11.85140.49220.3889-0.587100.27857-0.110320.11032
88.50-10.45109.26400.4444-0.517760.30231-0.142130.14213
99.10-9.8597.08040.5000-0.488040.31276-0.187240.18724
1011.70-7.2552.60520.5556-0.359250.35970-0.195850.19585
1114.70-4.2518.08750.6111-0.210660.41658-0.194530.19453
1215.20-3.7514.08460.6667-0.185890.42626-0.240400.24040
1319.700.750.55810.72220.037000.51476-0.207460.20746
1422.103.159.90400.77780.155880.56194-0.215840.21584
1532.0013.05170.22570.83330.646250.74094-0.092390.09239
1640.8021.85477.29400.88891.082130.86040-0.028490.02849
17116.0097.059418.13160.94444.806961.000000.055550.05555
SUMATORIA322.20011820.1024
PROMEDIO x 18.953max=0.24040S-K =0.32
VARIANZA 20.18885N=17=0.05
II. ANALISIS DE CONFIABILIDAD: "DISTRIBUCION GUMBELL mAOSQ
120143.7
220138.5
3201222.1
420117.1
5201019.7
620095.7
7200811.7
820072.4
920069.1
1020053.9
1120043.6
12200314.7
13200215.2
14200140.8
1520006
16199932
171998116
ORDENAMIENTO DE LA PRECIPITACIONES mQ
12.40
23.60
33.70
43.90
55.70
66.00
77.10
88.50
99.10
1011.70
1114.70
1215.20
1319.70
1422.10
1532.00
1640.80
17116.00
TABULACIONmQ = x - X( - X)2u=X-0.45S*S
P(X)=m/N+1Y=(X - u)/F(Y)
F(Y) - P(X) |F(Z) - P(X) |
12.40-16.55273.99996.721921.19220.0556-0.203940.293400.237840.23784
23.60-15.35235.71286.721921.19220.1111-0.147310.313890.202780.20278
33.70-15.25232.65226.721921.19220.1667-0.142600.315610.148940.14894
43.90-15.05226.59106.721921.19220.2222-0.133160.319040.096820.09682
55.70-13.25175.64046.721921.19220.2778-0.048220.350150.072370.07237
66.00-12.95167.77876.721921.19220.3333-0.034060.355350.022020.02202
77.10-11.85140.49226.721921.19220.38890.017840.37444-0.014450.01445
88.50-10.45109.26406.721921.19220.44440.083900.39871-0.045730.04573
99.10-9.8597.08046.721921.19220.50000.112220.40908-0.090920.09092
1011.70-7.2552.60526.721921.19220.55560.234900.45355-0.102000.10200
1114.70-4.2518.08756.721921.19220.61110.376460.50344-0.107670.10767
1215.20-3.7514.08466.721921.19220.66670.400060.51156-0.155100.15510
1319.700.750.55816.721921.19220.72220.612400.58156-0.140670.14067
1422.103.159.90406.721921.19220.77780.725650.61631-0.161470.16147
1532.0013.05170.22576.721921.19220.83331.192800.73833-0.095010.09501
1640.8021.85477.29406.721921.19220.88891.608050.81850-0.070390.07039
17116.0097.059418.13166.721921.19220.94445.156520.994250.049810.04981
SUMATORIA322.20011820.1024
PROMEDIO x 18.953max=0.23784S-K =0.32
VARIANZA =S27.180N=17=0.05
DISTRIBUCIONES TEORICAS
OBTENCIN DEL ESTADSTICO S-K Y VERIFICACIN DE LA CONFIABILIDAD
Para la distribucin normal con N = 17 datos de Precipitacin mxima 24h de la estacin Udima, procedemos a Calcular el estadstico S-k, con un nivel de significancia de 0.05.
ESTADISTICO
ANALISIS DE CONFIABILIDADS-K CRITICO
150.34
170.32
200.29
S-K= 0.320.32984845
VERIFICACIN DE LA CONFIABILIDAD CALCULADA
ANALISIS DE CONFIABILIDAD CALCULADO
|F(Z) - P(X)|max.
0.23784
COMPARACION DE LA CONFIABILIDAD CALCULADA Y LA ESTADISTICA
COMPARACOION
|F(Z) - P(X)|max. < S-K
LA INFORMACION ES CONFIABLE
NOTA: Al utilizar LA DISTRIBUCION GUMBELL se logra que la informacion es confiable
I. ANALISIS DE CONFIABILIDAD: "DISTRIBUCION LOG NORMAL DE 2 PARAMETROS mAOSQ
120143.7
220138.5
3201222.1
420117.1
5201019.7
620095.7
7200811.7
820072.4
920069.1
1020053.9
1120043.6
12200314.7
13200215.2
14200140.8
1520006
16199932
171998116
ORDENAMIENTO DE LA PRECIPITACIONES mQ
12.40
23.60
33.70
43.90
55.70
66.00
77.10
88.50
99.10
1011.70
1114.70
1215.20
1319.70
1422.10
1532.00
1640.80
17116.00
mQ = x - X( - X)2ln(x)Cv = S/XUy=1/2*ln(x^2/1+Cv^2)^2=ln(1+Cv^2)P(X) = m/N+1Z=(ln(x) - Uy)/y F(Z)F(Y) - P(X) |F(Z) - P(X)|
12.40-16.55273.99990.87551.43412.38331.11730.0556-1.426500.271260.215700.21570
23.60-15.35235.71281.28091.43412.38331.11730.1111-1.042900.286080.174970.17497
33.70-15.25232.65221.30831.43412.38331.11730.1667-1.016980.287340.120670.12067
43.90-15.05226.59101.36101.43412.38331.11730.2222-0.967180.289850.067630.06763
55.70-13.25175.64041.74051.43412.38331.11730.2778-0.608160.312920.035140.03514
66.00-12.95167.77871.79181.43412.38331.11730.3333-0.559640.31684-0.016500.01650
77.10-11.85140.49221.96011.43412.38331.11730.3889-0.400380.33139-0.057500.05750
88.50-10.45109.26402.14011.43412.38331.11730.4444-0.230120.35027-0.094170.09417
99.10-9.8597.08042.20831.43412.38331.11730.5000-0.165590.35849-0.141510.14151
1011.70-7.2552.60522.45961.43412.38331.11730.55560.072160.39479-0.160760.16076
1114.70-4.2518.08752.68781.43412.38331.11730.61110.288110.43783-0.173280.17328
1215.20-3.7514.08462.72131.43412.38331.11730.66670.319750.44509-0.221580.22158
1319.700.750.55812.98061.43412.38331.11730.72220.565090.51096-0.211260.21126
1422.103.159.90403.09561.43412.38331.11730.77780.673840.54609-0.231690.23169
1532.0013.05170.22573.46571.43412.38331.11730.83331.024030.68439-0.148940.14894
1640.8021.85477.29403.70871.43412.38331.11730.88891.253870.78924-0.099650.09965
17116.0097.059418.13164.75361.43412.38331.11730.94442.242410.89924-0.045200.04520
SUMAT.322.20011820.1024
PROM. x 18.953y = 1.05702max=0.23169S-K =0.32
VARIANZA S27.180N=17=0.05
DISTRIBUCIONES TEORICAS
OBTENCIN DEL ESTADSTICO S-K Y VERIFICACIN DE LA CONFIABILIDAD
Para la distribucin normal con N = 17 datos de Precipitacin mxima 24h de la estacin Udima, procedemos a Calcular el estadstico S-k, con un nivel de significancia de 0.05.
ESTADISTICO
ANALISIS DE CONFIABILIDADS-K CRITICO
150.34
170.32
200.29
S-K= 0.320.32984845
VERIFICACIN DE LA CONFIABILIDAD CALCULADA
ANALISIS DE CONFIABILIDAD CALCULADO
|F(Z) - P(X)|max.
0.23169
COMPARACION DE LA CONFIABILIDAD CALCULADA Y LA ESTADISTICA
COMPARACOION
|F(Z) - P(X)|max. < S-K
LA INFORMACION ES CONFIABLE
NOTA: Al utilizar LA DISTRIBUCION LOG. NORMAL DE 2 PARAMETROS se a logrado que la informacion es confiable