Hoja2AOciriatoEchariti196441.2140.00196545.0063.00196651.5250.00196755.0048.60196852.0072.30196952.6062.30197057.0060.40197149.2059.30197285.2066.40197368.4069.30197468.0052.00197585.4059.00197659.0063.00197778.2054.50197853.0054.10197964.0962.20198074.6072.40198164.0962.20

C prom = 62.15E+ prom = 60.32

Hoja1DISTRUBUCION DE FRECUENCIA MAXIMA DIARIAS (mm) PERIODO (1962-2007)ESTACION PAMPA DEL ARCO ALTITUD ^LATITUDLONGITUDCODIGODISTRIB. PROB. GUMBEL TIPO IDISTRIB. PROB. LOG NORMALAOS Pp max 24hsi=nAZF(x)=i/(n+1)f(X)|f(x)-F(x)|(Xi - X)2F(x)=i/(n+1)ln(xi)(ln(xi)-Y)^2f(x)|f(x)-F(x)|196440.61140.610.05260.0000.053391.87792035150.05263.70394017040.150.080.03196554.00250.760.10530.1080.00340.99706015160.10533.98898404660.010.030.08196650.76351.800.15790.1470.01193.00981541540.15793.92708372170.030.030.13196751.80453.550.21050.2240.01474.00979669840.21053.94739014930.020.030.18196862.15554.000.26320.2460.0173.05237703510.26324.1295508180.000.020.25196957.45654.250.31580.2590.0578.71958693050.31584.05091500430.000.020.29197058.70757.450.36840.4250.0562.89985025620.36844.07243972680.000.020.35197154.25858.700.42110.4890.06837.85811281680.42113.99360299240.010.020.40197275.80960.000.47370.5520.078237.07085255150.47374.32809829260.060.010.47197368.851061.000.52630.5970.07171.35358846070.52634.23193022520.020.010.52197460.001162.150.57890.6460.0670.16232411490.57894.09434456220.000.020.56197572.201263.140.63160.6840.053139.17169417360.63164.27944004590.040.010.62197661.001363.140.68420.6840.0000.35653477540.68424.11087386420.000.020.67197766.351466.350.73680.7870.05035.36806180940.73684.19494376080.010.010.73197853.551568.850.78950.8450.05646.96216535440.78953.98061579690.010.020.77197963.141672.200.84210.9010.0597.51292581030.84214.1454157160.000.010.83198073.501773.500.89470.9170.022171.49876324970.89474.29726701560.040.010.89198163.141875.800.94740.9400.0087.51292581030.94744.1454157160.000.010.94=xi/n1087.251369.394.090.40

1.- MAXIMO VALOR DE f(x) - F(x)Ac =0.078

2.- MEDIANTE TABLA DE PRUEBA DE KOLMOGROV-SMIRNOVMANUAL DE HIDROLIGA-HIDRAULICA Y DRENAJE

Y =4.09Sy =0.1541723048

1.- MAXIMO VALOR DE f(x) - F(x)Ac =0.936

2.- MEDIANTE TABLA DE PRUEBA DE KOLMOGROV-SMIRNOV3150.34Y =-0.03MANUAL DE HIDROLIGA-HIDRAULICA Y DRENAJE18Ao =0.315200.29-0.05

A < A0EL AJUSTE ES BUENO

3.- VERIFICAMOS CON EL Ac MENOR Ao

X =60.403Sx =8.975 =0.143 =56.3643150.34Y =-0.0318Ao =0.31GUMBEL TIPO 15200.29-0.05

TrA < A0NO ES BUENO20.36758.92951.50066.861102.25072.112202.97077.150503.90283.6701004.60088.5572005.29693.4254005.99098.2845006.21499.84810006.907104.702