HIDROLOGIA.xlsx

METODO DE LOS

AÑOS

1965 1966 1967 1968 1969 1970 1971 197 197! 197" 1975 1976 1977 1978 1979 1980 1981 198 198! 198" 1985 1986 1987 1988 1989 1990 1991 199 199! 199" 1995 1996 1997 1998 1999 000 001

CUADRO N° 01 - ESTACIONES LAMBAYEQUE

FERREÑAFE

CHICLAYO

8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80

16.00 3.00 6.00 2.00 9.00 3.20 21.70 65.00 16.60 2.00 9.00 6.00 10.00 2.00 3.00 4.00 32.00 5.00 NP 6.00 NP NP NP NP NP NP NP NP NP 3.00 13.00 2.00 9.90 180.80 12.40 1.60 36.60

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 43.50 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

00 00! 00" 005 006 007 008 009 010 011 MA#IMA

16.20 14.70 3.40 15.80 12.70 3.60 11.70 5.70 17.10 7.10 6!$ 6 0

48.90 5.30 3.60 2.20 8.40 6.50 21.00 18.50 12.58 19.70 180 $80

NP NP NP NP NP NP NP NP NP NP "!$ 50

F%&'(&) SENAMHI - C*+,./ Considerando Considerando como las estaciones estaciones índices a : Lambae! Lambae!"e# "e# $"ambos  C%"&"r C%"&"r 'or se las estaciones cercanas "nas de otras  'or s" consistencia de los datos !"e %an re&is

PROMEDI ESTACION PLUVIOMETRICA EP2 FERREÑAFE Y LA 1.( C)lc" C)lc"lo lo de de las las 'reci 'reci'i 'itac tacio iones nes *altan *altantes tes de la la +P ,+--+ ,+--+/ /,+ ,+ con con la la +P L// L//+ +

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004

ESTACIONES

2.( Con la *rm"la

LAMBAYEQUE

FERREÑAFE

8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80 16.20 14.70 3.40

16.00 3.00 6.00 2.00 9.00 3.20 21.70 65.00 16.60 2.00 9.00 6.00 10.00 2.00 3.00 4.00 32.00 5.00 NP 6.00 NP NP NP NP NP NP NP NP NP 3.00 13.00 2.00 9.90 180.80 12.40 1.60 36.60 48.90 5.30 3.60

Xn Xn FER FERR R # encontramos los

3.( ,inalmente las

2005 2006 2007 2008 2009 2010 2011

15.80 12.70 3.60 11.70 5.70 17.10 7.10

2.20 8.40 6.50 21.00 18.50 12.58 19.70

X

11$90

16$ 9 6

___ ___

X

X : es la media aritmtica. : es la 'reci'itacin de cada estacin.

47

PROMEDI ESTACION PLUVIOMETRICA EP2 CHICLAYO Y LA E 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P C$CL/ con la +P L//+

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003

ESTACIONES


LAMBAYEQUE

CHICLAYO

8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80 16.20 14.70

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 43.50 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

Xn CHICL # encontramos los

VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3 #15 3 #16 3 #17 3 #18 3 #19 3 #0 3 #1 3 # 3 #! 3 #" 3 3.( ,inalmente las

AÑOS 1965 1966 1967

2004 2005 2006 2007 2008 2009 2010 2011

3.40 15.80 12.70 3.60 11.70 5.70 17.10 7.10

NP NP NP NP NP NP NP NP

X

11$90

"!$50

___ ___

X : es la media aritmtica.

X

: es la 'reci'itacin de cada estacin.

47

1968 1969 1970 1971 197 197! 197" 1975 1976 1977 1978 1979 1980 1981 198 198" 1985

PROMEDI ESTACION PLUVIOMETRICA EP2 PUCALA Y LA E 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P PC/L/ con la +P L//++

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003

ESTACIONES


LAMBAYEQUE

PUCALA

8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80 16.20 14.70

NP NP NP NP NP 2.70 19.80 12.30 14.50 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

Xn

# encontramos los


AÑOS 1965 1966 1967

2004 2005 2006 2007 2008 2009 2010 2011

3.40 15.80 12.70 3.60 11.70 5.70 17.10 7.10


X

11$90

1$!!

___ ___


X


47

1968 1969 197" 1975 1976 1977 1978 1979 1980 1981 198 198! 198" 1985 1986 1987 1988

PROMEDI ESTACION PLUVIOMETRICA EP2 PIMENTEL Y LA E 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P P+N=+L con la +P L//+

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003

ESTACIONES


LAMBAYEQUE

PIMENTEL

8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80 16.20 14.70

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 56.20 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

Xn P

# encontramos los


AÑOS 1965 1966 1967

2004 2005 2006 2007 2008 2009 2010 2011

3.40 15.80 12.70 3.60 11.70 5.70 17.10 7.10


X

11$90

56$0

___ ___


X


47

1968 1969 1970 1971 197 197! 197" 1975 1976 1977 1978 1979 1980 1981 198 198" 1985

PROMEDI ESTACION PLUVIOMETRICA EP2 REQUE Y LA ES 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P -++ con la +P L//++ :

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003

ESTACIONES


LAMBAYEQUE

REQUE

8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80 16.20 14.70

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 17.50 60.40 10.20 9.20 6.00 7.30 3.00

Xn

# encontramos los


AÑOS 1965 1966 1967

2004 2005 2006 2007 2008 2009 2010 2011

3.40 15.80 12.70 3.60 11.70 5.70 17.10 7.10

7.00 2.50 4.30 7.50 11.00 NP NP NP

X

11$90

1$16

___ ___


X


47

1968 1969 1970 1971 197 197! 197" 1975 1976 1977 1978 1979 1980 1981 198 198! 198"

PROMEDI ESTACION PLUVIOMETRICA EP2 TINA4ONES Y LA 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P =N/>N+? con la +P L//+

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003

ESTACIONES


LAMBAYEQUE

TINA4ONES

8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80 16.20 14.70

44.20 19.80 2.60 47.30 9.10 93.20 22.50 34.50 5.00 2.10 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 1.40 9.40 17.40 116.30 26.35 11.32 21.41 12.39 24.00

XnTI

# encontramos los

3.( ,inalmente las

2004 2005 2006 2007 2008 2009 2010 2011

3.40 15.80 12.70 3.60 11.70 5.70 17.10 7.10

13.56 21.12 14.85 25.47 34.89 17.25 22.21 18.50

X

11$90

5$"9

___ ___


X


47

PROMEDIOS

LUVIOMETRICAS DE LA CUENCA DEL RIO CHANCAY PUCALA

TINA4ONES

REQUE

PIMENTEL

NP NP NP NP NP 2.70 19.80 12.30 14.50 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

44.20 19.80 2.60 47.30 9.10 93.20 22.50 34.50 5.00 2.10 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 1.40 9.40 17.40 116.30 26.35 11.32 21.41

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 17.50 60.40 10.20 9.20 6.00

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 56.20 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

NP NP NP NP NP NP NP NP NP NP 19$80

12.39 24.00 13.56 21.12 14.85 25.47 34.89 17.25 22.21 18.50 116$!0

7.30 3.00 7.00 2.50 4.30 7.50 11.00 NP NP NP 60$"0

NOTA ) NP) No 'resenta dato en ese a@o. r todas rado.

NP NP NP NP NP NP NP NP NP NP 56$0

N° 01 STACION PLUVIOMETRICA EP2 LAMBAYEQUE + : :

___

ÑAFE

=

X LAMBAYEQUE * X FERREÑAFE ___

X LAMBAYEQUE

datos *altantes 1# 2# 3# # n :

VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3

#' 90.61 14.46 26.71 5.41 4.42 4.84 4.56 9.83 20.23 9.69

UNIDAD mm mm mm mm mm mm mm mm mm mm

'reci'itaciones *altantes :

AÑOS 198! 1985 1986 1987 1988 1989 1990 1991 199 199!

DATOS FALTANTES 90.61 14.46 26.71 5.41 4.42 4.84 4.56 9.83 20.23 9.69

UNIDAD mm mm mm mm mm mm mm mm mm mm

N° 0 STACION PLUVIOMETRICA EP2 LAMBAYEQUE +: :

___

YO

=

X LAMBAYEQUE * X CHICLAYO ___

X LAMBAYEQUE

datos *altantes 1# 2# 3# # n :

#' &' 2 30.69 16.08 22.29 24.85 16.08 5.85 43.48 115.47 152.74 27.77 17.17 12.79 10.96 6.94 6.58 5.12 14.25 4.38 15.35 37.09 68.52 13.89 11.33 12.42

VARIABLE #5 3 #6 3 #7 3 #8 3 #9 3 #!0 3 #!1 3 #! 3 #!! 3 #!" 3 #!5 3 #!6 3 #!7 3 #!8 3 #!9 3 #"0 3 #"1 3 #" 3 #"! 3 #"" 3 #"5 3 #"6 3

#' 11.69 25.21 51.89 24.85 58.83 23.75 10.96 147.99 116.57 73.45 31.06 149.09 59.20 53.72 12.42 57.74 46.41 13.15 42.75 20.83 62.49 25.94

'reci'itaciones *altantes ;en mm< :

DATO FALT$ 30.69 16.08 22.29

AÑOS 1986 1987 1988

DATO FALT$ 68.52 13.89 11.33

AÑOS 006 007 008

DATO FALT$ 46.41 13.15 42.75

24.85 16.08 5.85 43.48 115.47 152.74 27.77 17.17 12.79 10.96 6.94 6.58 5.12 14.25 4.38 15.35 37.09

1989 1990 1991 199 199! 199" 1995 1996 1997 1998 1999 000 001 00 00! 00" 005

12.42 11.69 25.21 51.89 24.85 58.83 23.75 10.96 147.99 116.57 73.45 31.06 149.09 59.20 53.72 12.42 57.74

009 010 011

20.83 62.49 25.94

N° 0! TACION PLUVIOMETRICA EP2 LAMBAYEQUE : :

___

UCALA

=

X LAMBAYEQUE

* X PUCALA

___

X LAMBAYEQUE datos *altantes 1# 2# 3# # n :

#' &' 2 8.70 4.56 6.32 7.04 4.56 7.87 4.87 3.62 3.11 1.97 1.86 1.45 4.04 1.24 65.85 4.35 10.51 19.41 3.93 3.21 3.52 3.31 7.14 14.70

VARIABLE #5 3 #6 3 #7 3 #8 3 #9 3 #!0 3 #!1 3 #! 3 #!! 3 #!" 3 #!5 3 #!6 3 #!7 3 #!8 3 #!9 3 #"0 3 #"1 3 #" 3 #"! 3

#' 7.04 16.67 6.73 3.11 41.93 33.03 20.81 8.80 42.24 16.77 15.22 3.52 16.36 13.15 3.73 12.11 5.90 17.70 7.35


DATO FALT$ 8.70 4.56 6.32

AÑOS 1989 1990 1991

DATO FALT$ 3.52 3.31 7.14

AÑOS 009 010 011

DATO FALT$ 5.90 17.70 7.35

7.04 4.56 7.87 4.87 3.62 3.11 1.97 1.86 1.45 4.04 1.24 65.85 4.35 10.51 19.41 3.93 3.21

199 199! 199" 1995 1996 1997 1998 1999 000 001 00 00! 00" 005 006 007 008

14.70 7.04 16.67 6.73 3.11 41.93 33.03 20.81 8.80 42.24 16.77 15.22 3.52 16.36 13.15 3.73 12.11

N° 0" STACION PLUVIOMETRICA EP2 LAMBAYEQUE +: :

___

MENTEL

=

X LAMBAYEQUE

* X PIMENTEL

___


#' &' 2 39.66 20.77 28.80 32.10 20.77 7.55 56.18 149.18 197.34 35.88 22.19 16.52 14.16 8.97 8.50 6.61 18.41 5.67 19.83 47.92 88.52 17.94 14.64 16.05

VARIABLE #5 3 #6 3 #7 3 #8 3 #9 3 #!0 3 #!1 3 #! 3 #!! 3 #!" 3 #!5 3 #!6 3 #!7 3 #!8 3 #!9 3 #"0 3 #"1 3 #" 3 #"! 3 #"" 3 #"5 3 #"6 3

#' 15.11 32.57 67.04 32.10 76.01 30.69 14.16 191.20 150.60 94.89 40.13 192.62 76.48 69.40 16.05 74.59 59.96 17.00 55.24 26.91 80.73 33.52


DATO FALT$ 39.66 20.77 28.80

AÑOS 1986 1987 1988

DATO FALT$ 88.52 17.94 14.64

AÑOS 006 007 008

DATO FALT$ 59.96 17.00 55.24

32.10 20.77 7.55 56.18 149.18 197.34 35.88 22.19 16.52 14.16 8.97 8.50 6.61 18.41 5.67 19.83 47.92

1989 1990 1991 199 199! 199" 1995 1996 1997 1998 1999 000 001 00 00! 00" 005

16.05 15.11 32.57 67.04 32.10 76.01 30.69 14.16 191.20 150.60 94.89 40.13 192.62 76.48 69.40 16.05 74.59

009 010 011

26.91 80.73 33.52

N° 05 ACION PLUVIOMETRICA EP2 LAMBAYEQUE

:

___

EQUE

=

X LAMBAYEQUE

* X REQUE

___


#' &' 2 8.58 4.49 6.23 6.95 4.49 1.63 12.15 32.27 42.69 7.76 4.80 3.57 3.06 1.94 1.84 1.43 3.98 1.23 64.96 4.29 10.37 19.15 3.88 3.17

VARIABLE #5 3 #6 3 #7 3 #8 3 #9 3 #!0 3 #!1 3 #! 3 #!! 3 #!" 3 #!5 3

#' 3.47 3.27 7.05 14.50 6.95 16.44 6.64 3.06 5.82 17.46 7.25


DATO FALT$ 8.58 4.49 6.23

AÑOS 1985 1986 1987

DATO FALT$ 10.37 19.15 3.88

6.95 4.49 1.63 12.15 32.27 42.69 7.76 4.80 3.57 3.06 1.94 1.84 1.43 3.98 1.23 64.96 4.29

1988 1989 1990 1991 199 199! 199" 1995 1996 009 010 011

3.17 3.47 3.27 7.05 14.50 6.95 16.44 6.64 3.06 5.82 17.46 7.25

N° 06 STACION PLUVIOMETRICA EP2 LAMBAYEQUE + : : AJONES

___

=

X LAMBAYEQUE * X TINAJONES ___


VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3 #15 3 #16 3 #17 3 #18 3 #19 3 #0 3

#' &' 2 10.06 7.49 6.42 4.07 3.85 3.00 8.35 2.57 136.16 8.99 21.73 40.14 8.14 6.64 7.28 6.85 14.77 30.40 14.56 34.47


AÑOS 1975 1976 1977

DATO FALT$ 10.06 7.49 6.42

1978 1979 1980 1981 198 198! 198" 1985 1986 1987 1988 1989 1990 1991 199 199! 199"

4.07 3.85 3.00 8.35 2.57 136.16 8.99 21.73 40.14 8.14 6.64 7.28 6.85 14.77 30.40 14.56 34.47

METODO DE LOS PROMEDIO

AÑOS

1965 1966 1967 1968 1969 1970 1971 197 197! 197" 1975 1976 1977 1978 1979 1980 1981 198 198! 198" 1985 1986 1987 1988 1989 1990 1991 199 199! 199" 1995 1996 1997 1998 1999 000 001 00 00! 00" 005 006 007 008 009

CUADRO N° 0 - ESTACIONES PLUVIOMETRICAS PUCHACA

TOCMOCHE

LLAMA

HUAMBOS

SANTA CRU

40.00 24.30 31.50 8.80 95.40 14.30 59.00 147.00 58.70 27.50 60.30 62.70 60.00 101.50 40.10 11.10 20.30 23.20 150.00 30.20 6.10 8.20 60.20 9.70 51.50 8.50 4.20 12.90 60.90 96.20 65.30 30.30 30.00 150.50 20.54 30.55 42.57 70.30 6.55 124.40 20.32 40.30 20.80 54.40 56.30

55.00 12.00 94.00 4.50 48.00 25.00 45.00 60.00 35.00 20.00 70.00 35.00 100.40 40.00 55.00 20.00 30.00 60.00 76.00 36.00 25.00 20.00 40.00 28.00 45.00 15.00 5.20 61.00 47.00 12.00 7.00 32.00 85.00 106.00 52.20 116.20 74.40 64.00 83.60 118.00 36.90 44.00 33.00 108.60 53.90

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 19.50 67.80 38.20

47.30 48.00 39.20 49.50 57.60 45.80 77.00 57.00 58.00 88.50 56.70 41.00 53.00 78.60 46.80 53.40 59.60 47.50 46.00 50.80 35.60 28.60 29.00 45.00 33.40 28.80 20.60 15.00 48.50 60.70 77.80 65.10 69.10 45.60 76.80 79.30 55.00 49.60 20.30 68.30 42.70 55.40 28.30 67.30 58.80

45.80 29.80 26.90 NP NP 24.10 45.80 29.90 40.30 18.90 56.30 54.40 NP 70.30 40.60 NP NP NP NP NP NP NP NP 32.30 29.80 NP 48.60 24.80 27.80 69.80 58.60 23.80 60.90 NP NP NP 56.80 29.20 20.50 49.80 26.80 56.10 28.90 37.30 40.20

010 011 MA#IMA

47.50 35.20 150$50

45.80 64.50 118$00

74.20 46.50 7"$0

49.80 45.90 88$50

F%&'(&) SENAMHI - C*+,./ Considerando como las estaciones índices a : Lambae!"e# $"ambos  C%"&"r 'or ser todas las estaciones cercanas "nas de otras  'or s" consistencia de los datos !"e %an re&istrado.

NP NP 70$!0

NOTA )

PROMEDIO N° 07 ESTACION PLUVIOMETRICA EP2 LLAMA Y LA ESTACION P 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P LL// con la +P $/? :

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

ESTACIONES

2.( Con la *rm"la :

HUAMBOS

LLAMA

47.30 48.00 39.20 49.50 57.60 45.80 77.00 57.00 58.00 88.50 56.70 41.00 53.00 78.60 46.80 53.40 59.60 47.50 46.00 50.80 35.60 28.60 29.00 45.00 33.40 28.80 20.60 15.00 48.50 60.70 77.80 65.10 69.10 45.60 76.80 79.30 55.00 49.60 20.30 68.30 42.70 55.40 28.30 67.30 58.80 49.80 45 90

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 19.50 67.80 38.20 74.20 46 50

Xn

LLAMA

=

# encontramos los datos *altantes 1#

VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3 #15 3 #16 3 #17 3 #18 3 #19 3 #0 3 #1 3 # 3 #! 3 #" 3

#' &' 2 45.58 46.25 37.77 47.70 55.51 44.13 74.20 54.93 55.89 85.28 54.64 39.51 51.07 75.74 45.10 51.46 57.43 45.77 44.33 48.95 34.31 27.56 27.95 43.36

3.( ,inalmente las 'reci'itaciones *alta

AÑOS 1965 1966 1967 1968 1969 1970 1971 197 197! 197" 1975

DATO FALT$ 45.58 46.25 37.77 47.70 55.51 44.13 74.20 54.93 55.89 85.28 54.64

_ _ _

X ___ X

51$10


"9$"


47

1976 1977 1978 1979 1980 1981 198 198! 198"

39.51 51.07 75.74 45.10 51.46 57.43 45.77 44.33 48.95

PROMEDIO N° 8 ESTACION PLUVIOMETRICA EP2 COCHABAMBA Y LA ESTACIO 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P CC$/// con la +P $/? :

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

ESTACIONES


HUAMBOS

COCHABAMBA

47.30 48.00 39.20 49.50 57.60 45.80 77.00 57.00 58.00 88.50 56.70 41.00 53.00 78.60 46.80 53.40 59.60 47.50 46.00 50.80 35.60 28.60 29.00 45.00 33.40 28.80 20.60 15.00 48.50 60.70 77.80 65.10 69.10 45.60 76.80 79.30 55.00 49.60 20.30 68.30 42.70 55.40 28.30 67.30 58.80 49.80 45 90

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 60.60 83.20 55.80 57.50 49 20

Xn COCHABAMBA # encontramos los datos *altantes 1#

VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3 #15 3 #16 3 #17 3 #18 3 #19 3 #0 3 #1 3 # 3 #! 3 #" 3

#' &' 2 56.71 57.55 47.00 59.34 69.06 54.91 92.31 68.34 69.53 106.10 67.98 49.15 63.54 94.23 56.11 64.02 71.45 56.95 55.15 60.90 42.68 34.29 34.77 53.95


AÑOS 1965 1966 1967 1968 1969 1970 1971 197 197! 197" 1975

DATO FALT$ 56.71 57.55 47.00 59.34 69.06 54.91 92.31 68.34 69.53 106.10 67.98

_ _ _

X ___ X X

51$10

61$6

: es la media aritmtica. : es la 'reci'itacin de cada estacin.

47

1976 1977 1978 1979 1980 1981 198 198! 198"

49.15 63.54 94.23 56.11 64.02 71.45 56.95 55.15 60.90

PROMEDIO N° 9 ESTACION PLUVIOMETRICA EP2 CHANCAY BAÑOS Y LA ESTAC 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P C$/NC/ /? con la +P C$A- :

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

ESTACIONES


CHUUR

CHANCAY B$

45.30 55.40 35.60 40.80 33.70 47.30 60.50 54.20 61.80 66.30 46.30 57.70 76.70 35.80 35.80 30.30 35.30 35.70 32.80 37.90 45.20 19.50 19.80 45.60 40.80 37.80 50.20 49.80 44.80 36.80 44.90 60.80 58.80 60.90 66.50 42.80 45.70 35.40 34.40 65.50 56.10 50.20 44.30 47.30 42.90 31.90 49.70

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 36.70 65.50 36.30 42.50 25.30 45.20 46.80 42.40 64.20 NP 60.20 67.90 NP 66.30 45.70 57.80 67.50 36.80 64.50 55.80 42.20 41.90 NP NP

X n CHANCAY

BAÑO


VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3 #15 3 #16 3 #17 3 #18 3 #19 3 #0 3 #1 3 # 3 #! 3 #" 3

#' &' 2 50.00 61.15 39.29 45.03 37.20 52.21 66.78 59.82 68.21 73.18 51.10 63.69 84.66 39.51 39.51 33.44 38.96 39.40 36.20 41.83 49.89 21.52 21.85 64.90


AÑOS 1965 1966 1967 1968 1969 1970 1971 197 197! 197" 1975

DATO FALT$ 50.00 61.15 39.29 45.03 37.20 52.21 66.78 59.82 68.21 73.18 51.10

_ _ _

X ___ X X

"5$8

50$58


47

1976 1977 1978 1979 1980

63.69 84.66 39.51 39.51 33.44

PROMEDIO N° 10 ESTACION PLUVIOMETRICA EP2 QUILCATE Y LA ESTACION 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P LC/=+ con la +P C$A- :

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

ESTACIONES


CHUUR

QUILCATE

45.30 55.40 35.60 40.80 33.70 47.30 60.50 54.20 61.80 66.30 46.30 57.70 76.70 35.80 35.80 30.30 35.30 35.70 32.80 37.90 45.20 19.50 19.80 45.60 40.80 37.80 50.20 49.80 44.80 36.80 44.90 60.80 58.80 60.90 66.50 42.80 45.70 35.40 34.40 65.50 56.10 50.20 44.30 47.30 42.90 31.90 49.70

NP 46.90 NP 34.50 30.90 NP NP NP 37.60 NP NP NP 48.00 14.40 16.50 13.80 13.20 43.70 18.90 11.90 17.60 11.80 14.10 18.90 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

Xn QUILCATE # encontramos los datos *altantes 1#

VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3 #15 3 #16 3 #17 3

#' &' 2 24.26 19.07 25.34 32.41 29.03 35.51 24.80 30.91 21.85 20.25 26.89 26.67 24.00 19.71 24.05 32.57 31.50


AÑOS 1965 1967 1970 1971 197 197" 1975 1976 1989 1990 1991 199 199!

DATO FALT$ 24.26 19.07 25.34 32.41 29.03 35.51 24.80 30.91 21.85 20.25 26.89 26.67 24.00

_ _ _

X ___ X X

"5$8

"$5"


47

199" 1995 1996 1997

19.71 24.05 32.57 31.50

PROMEDIO N° 11 ESTACION PLUVIOMETRICA EP2 SANTA CRU Y LA ESTACIO 1.( C)lc"lo de las 'reci'itaciones *altantes de la +P ?/N=/ C-B con la +P C$A- :

AÑOS 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1984 1985 1986 1987 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011

ESTACIONES


CHUUR

SANTA CRU

45.30 55.40 35.60 40.80 33.70 47.30 60.50 54.20 61.80 66.30 46.30 57.70 76.70 35.80 35.80 30.30 35.30 35.70 32.80 37.90 45.20 19.50 19.80 45.60 40.80 37.80 50.20 49.80 44.80 36.80 44.90 60.80 58.80 60.90 66.50 42.80 45.70 35.40 34.40 65.50 56.10 50.20 44.30 47.30 42.90 31.90 49.70

45.80 29.80 26.90 NP NP 24.10 45.80 29.90 40.30 18.90 56.30 54.40 NP 70.30 40.60 NP NP NP NP NP NP NP NP 32.30 29.80 NP 48.60 24.80 27.80 69.80 58.60 23.80 60.90 NP NP NP 56.80 29.20 20.50 49.80 26.80 56.10 28.90 37.30 40.20 NP NP

XnSANTA

CRU


VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3 #15 3 #16 3 #17 3


AÑOS 1968 1969 1977 1980 1981 198 198! 198" 1985 1986 1987 1990 1998 1999 000

_ _ _

X

"5 $8

" 0$1 7

___

X


X

47

010 011

DE LA CUENCA DEL RIO CHANCAY CHANCAY CHANCAY B$

CHUUR

QUILCATE

COCHABAMBA

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 36.70 65.50 36.30 42.50 25.30 45.20 46.80 42.40 64.20 NP 60.20 67.90 NP 66.30 45.70 57.80 67.50 36.80 64.50 55.80 42.20 41.90

45.30 55.40 35.60 40.80 33.70 47.30 60.50 54.20 61.80 66.30 46.30 57.70 76.70 35.80 35.80 30.30 35.30 35.70 32.80 37.90 45.20 19.50 19.80 45.60 40.80 37.80 50.20 49.80 44.80 36.80 44.90 60.80 58.80 60.90 66.50 42.80 45.70 35.40 34.40 65.50 56.10 50.20 44.30 47.30 42.90

NP 46.90 NP 34.50 30.90 NP NP NP 37.60 NP NP NP 48.00 14.40 16.50 13.80 13.20 43.70 18.90 11.90 17.60 11.80 14.10 18.90 NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP

NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP NP 60.60 83.20 55.80

NP NP 67 $90

31.90 49.70 76$ 70

NP) No 'resenta dato en ese a@o.

NP NP " 8 $0 0

57.50 49.20 8!$ 0

UVIOMETRICA EP2 HUAMBOS

___

X HUAMBOS

* X LL LLAMA

___

X HUAMBOS 2# 3# # n :

VARIABLE #5 3 #6 3 #7 3 #8 3 #9 3 #!0 3 #!1 3 #! 3 #!! 3 #!" 3 #!5 3 #!6 3 #!7 3 #!8 3 #!9 3 #"0 3 #"1 3 #" 3

#' 40.04 34.53 24.70 17.98 58.15 72.77 93.27 78.05 82.84 54.67 92.07 95.07 65.94 59.46 24.34 81.88 51.19 66.42

ntes ;en mm< :

AÑOS 1985 1986 1987 1988 1989 1990 1991 199 199! 199" 1995

DATO FALT$ 34.31 27.56 27.95 43.36 40.04 34.53 24.70 17.98 58.15 72.77 93.27

AÑOS 005 006

DATO FALT$ 51.19 66.42

1996 1997 1998 1999 000 001 00 00! 00"

78.05 82.84 54.67 92.07 95.07 65.94 59.46 24.34 81.88

PLUVIOMETRICA EP2 HUAMBOS

___

X HUAMBOS * X COCHABAMBA ___

X HUAMBOS 2# 3# # n :

VARIABLE #5 3 #6 3 #7 3 #8 3 #9 3 #!0 3 #!1 3 #! 3 #!! 3 #!" 3 #!5 3 #!6 3 #!7 3 #!8 3 #!9 3 #"0 3 #"1 3 #" 3

#' 40.04 34.53 24.70 17.98 58.15 72.77 93.27 78.05 82.84 54.67 92.07 95.07 65.94 59.46 24.34 81.88 51.19 66.42

ntes ;en mm< :

AÑOS 1985 1986 1987 1988 1989 1990 1991 199 199! 199" 1995

DATO FALT$ 42.68 34.29 34.77 53.95 40.04 34.53 24.70 17.98 58.15 72.77 93.27

AÑOS 005 006

DATO FALT$ 51.19 66.42

1996 1997 1998 1999 000 001 00 00! 00"

78.05 82.84 54.67 92.07 95.07 65.94 59.46 24.34 81.88

ION PLUVIOMETRICA EP2 CHUUR

___

=

X C H U G U R* X CHANCAY B A Ñ O S

S

___

X C H U G U R 2# 3# # n :

VARIABLE #5 3 #6 3 #7 3

#' 47.24 35.21 54.86

ntes ;en mm< :

AÑOS 1981 198 198! 198" 1985 1986 1987 1997 000 010 011

DATO FALT$ 38.96 39.40 36.20 41.83 49.89 21.52 21.85 64.90 47.24 35.21 54.86

PLUVIOMETRICA EP2 CHUUR

___

X CHUGUR * X QUILCATE ___

X CHUGUR 2# 3# # n :

VARIABLE #1 3 # 3 #! 3 #" 3 #5 3 #6 3 #7 3 #8 3 #9 3 #10 3 #11 3 #1 3 #1! 3 #1" 3

#' &' 2 32.62 35.62 22.93 24.48 18.96 18.43 35.08 30.05 26.89 23.73 25.34 22.98 17.09 26.62

ntes ;en mm< :

AÑOS 1998 1999 000 001 00 00! 00" 005 006 007 008 009 010

DATO FALT$ 32.62 35.62 22.93 24.48 18.96 18.43 35.08 30.05 26.89 23.73 25.34 22.98 17.09

011

26.62

PLUVIOMETRICA EP2 CHUUR

___

=

X CHUGUR * X SANTA ___

X CHUGUR 2# 3# # n :

#' 35.77 29.54 67.24 26.56 30.95 31.30 28.75 33.23 39.63 17.10 17.36 33.14 53.39 58.30 37.52 27.97 43.57

UNIDAD mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm

ntes :

DATOS FALTANTES 35.77 29.54 67.24 26.56 30.95 31.30 28.75 33.23 39.63 17.10 17.36 33.14 53.39 58.30 37.52

UNIDAD mm mm mm mm mm mm mm mm mm mm mm mm mm mm mm

CRUZ

27.97 43.57

mm mm

CUADRO RESUMEN N° 01 DE LAS PRECIPITACIONES MA#IMAS EN " HORA AÑO 1965 1966 1967 1968 1969 1970 1971 197 197! 197" 1975 1976 1977 1978 1979 1980 1981 198 198! 198" 1985 1986 1987 1988 1989 1990 1991 199 199! 199" 1995 1996 1997 1998 1999 000 001 00 00! 00" 005 006 007 008 009 010

LAMBAYEQUE 8.40 4.40 6.10 6.80 4.40 1.60 11.90 31.60 41.80 7.60 4.70 3.50 3.00 1.90 1.80 1.40 3.90 1.20 63.60 4.20 10.15 18.75 3.80 3.10 3.40 3.20 6.90 14.20 6.80 16.10 6.50 3.00 40.50 31.90 20.10 8.50 40.80 16.20 14.70 3.40 15.80 12.70 3.60 11.70 5.70 17.10

FERREÑAFE 16.00 3.00 6.00 2.00 9.00 3.20 21.70 65.00 16.60 2.00 9.00 6.00 10.00 2.00 3.00 4.00 32.00 5.00 90.61 6.00 14.46 26.71 5.41 4.42 4.84 4.56 9.83 20.23 9.69 3.00 13.00 2.00 9.90 180.80 12.40 1.60 36.60 48.90 5.30 3.60 2.20 8.40 6.50 21.00 18.50 12.58

CHICLAYO 30.69 16.08 22.29 24.85 16.08 5.85 43.48 115.47 152.74 27.77 17.17 12.79 10.96 6.94 6.58 5.12 14.25 4.38 43.50 15.35 37.09 68.52 13.89 11.33 12.42 11.69 25.21 51.89 24.85 58.83 23.75 10.96 147.99 116.57 73.45 31.06 149.09 59.20 53.72 12.42 57.74 46.41 13.15 42.75 20.83 62.49

PUCALA 8.70 4.56 6.32 7.04 4.56 2.70 19.80 12.30 14.50 7.87 4.87 3.62 3.11 1.97 1.86 1.45 4.04 1.24 65.85 4.35 10.51 19.41 3.93 3.21 3.52 3.31 7.14 14.70 7.04 16.67 6.73 3.11 41.93 33.03 20.81 8.80 42.24 16.77 15.22 3.52 16.36 13.15 3.73 12.11 5.90 17.70

TINA4ONES 44.20 19.80 2.60 47.30 9.10 93.20 22.50 34.50 5.00 2.10 10.06 7.49 6.42 4.07 3.85 3.00 8.35 2.57 136.16 8.99 21.73 40.14 8.14 6.64 7.28 6.85 14.77 30.40 14.56 34.47 1.40 9.40 17.40 116.30 26.35 11.32 21.41 12.39 24.00 13.56 21.12 14.85 25.47 34.89 17.25 22.21

011 MA#$

7.10 6!$60

19.70 180$80

25.94 15$7"

7.35 65$85

18.50 1!6$16

CUADRO RESUMEN N° 0 DE LAS PRECIPITACIONES MA#IMAS EN " AÑO 1965 1966 1967 1968 1969 1970 1971 197 197! 197" 1975 1976 1977 1978 1979 1980 1981 198 198! 198" 1985 1986 1987 1988 1989 1990 1991 199 199! 199" 1995 1996 1997 1998 1999 000 001 00 00! 00" 005 006 007 008 009 010

PUCHACA 40.00 24.30 31.50 8.80 95.40 14.30 59.00 147.00 58.70 27.50 60.30 62.70 60.00 101.50 40.10 11.10 20.30 23.20 150.00 30.20 6.10 8.20 60.20 9.70 51.50 8.50 4.20 12.90 60.90 96.20 65.30 30.30 30.00 150.50 20.54 30.55 42.57 70.30 6.55 124.40 20.32 40.30 20.80 54.40 56.30 47.50

TOCMOCHE 55.00 12.00 94.00 4.50 48.00 25.00 45.00 60.00 35.00 20.00 70.00 35.00 100.40 40.00 55.00 20.00 30.00 60.00 76.00 36.00 25.00 20.00 40.00 28.00 45.00 15.00 5.20 61.00 47.00 12.00 7.00 32.00 85.00 106.00 52.20 116.20 74.40 64.00 83.60 118.00 36.90 44.00 33.00 108.60 53.90 45.80

LLAMA 45.58 46.25 37.77 47.70 55.51 44.13 74.20 54.93 55.89 85.28 54.64 39.51 51.07 75.74 45.10 51.46 57.43 45.77 44.33 48.95 34.31 27.56 27.95 43.36 40.04 34.53 24.70 17.98 58.15 72.77 93.27 78.05 82.84 54.67 92.07 95.07 65.94 59.46 24.34 81.88 51.19 66.42 19.50 67.80 38.20 74.20

HUAMBOS 47.30 48.00 39.20 49.50 57.60 45.80 77.00 57.00 58.00 88.50 56.70 41.00 53.00 78.60 46.80 53.40 59.60 47.50 46.00 50.80 35.60 28.60 29.00 45.00 33.40 28.80 20.60 15.00 48.50 60.70 77.80 65.10 69.10 45.60 76.80 79.30 55.00 49.60 20.30 68.30 42.70 55.40 28.30 67.30 58.80 49.80

SANTA CRU 45.80 29.80 26.90 35.77 29.54 24.10 45.80 29.90 40.30 18.90 56.30 54.40 67.24 70.30 40.60 26.56 30.95 31.30 28.75 33.23 39.63 17.10 17.36 32.30 29.80 33.14 48.60 24.80 27.80 69.80 58.60 23.80 60.90 53.39 58.30 37.52 56.80 29.20 20.50 49.80 26.80 56.10 28.90 37.30 40.20 27.97

CHANCAY B$ 50.00 61.15 39.29 45.03 37.20 52.21 66.78 59.82 68.21 73.18 51.10 63.69 84.66 39.51 39.51 33.44 38.96 39.40 36.20 41.83 49.89 21.52 21.85 36.70 65.50 36.30 42.50 25.30 45.20 46.80 42.40 64.20 64.90 60.20 67.90 47.24 66.30 45.70 57.80 67.50 36.80 64.50 55.80 42.20 41.90 35.21

011 MA#$

35.20 150$50

64.50 118$00

46.50 95$07

45.90 88$50

43.57 70$!0

54.86 8"$66

S REQUE 8.58 4.49 6.23 6.95 4.49 1.63 12.15 32.27 42.69 7.76 4.80 3.57 3.06 1.94 1.84 1.43 3.98 1.23 64.96 4.29 10.37 19.15 3.88 3.17 3.47 3.27 7.05 14.50 6.95 16.44 6.64 3.06 17.50 60.40 10.20 9.20 6.00 7.30 3.00 7.00 2.50 4.30 7.50 11.00 5.82 17.46

PIMENTEL 39.66 20.77 28.80 32.10 20.77 7.55 56.18 149.18 197.34 35.88 22.19 16.52 14.16 8.97 8.50 6.61 18.41 5.67 56.20 19.83 47.92 88.52 17.94 14.64 16.05 15.11 32.57 67.04 32.10 76.01 30.69 14.16 191.20 150.60 94.89 40.13 192.62 76.48 69.40 16.05 74.59 59.96 17.00 55.24 26.91 80.73

7.25 6"$96

33.52 197$!"

HORAS CHUUR 45.30 55.40 35.60 40.80 33.70 47.30 60.50 54.20 61.80 66.30 46.30 57.70 76.70 35.80 35.80 30.30 35.30 35.70 32.80 37.90 45.20 19.50 19.80 45.60 40.80 37.80 50.20 49.80 44.80 36.80 44.90 60.80 58.80 60.90 66.50 42.80 45.70 35.40 34.40 65.50 56.10 50.20 44.30 47.30 42.90 31.90

QUILCATE 24.26 46.90 19.07 34.50 30.90 25.34 32.41 29.03 37.60 35.51 24.80 30.91 48.00 14.40 16.50 13.80 13.20 43.70 18.90 11.90 17.60 11.80 14.10 18.90 21.85 20.25 26.89 26.67 24.00 19.71 24.05 32.57 31.50 32.62 35.62 22.93 24.48 18.96 18.43 35.08 30.05 26.89 23.73 25.34 22.98 17.09

COCHABAMBA 56.71 57.55 47.00 59.34 69.06 54.91 92.31 68.34 69.53 106.10 67.98 49.15 63.54 94.23 56.11 64.02 71.45 56.95 55.15 60.90 42.68 34.29 34.77 53.95 40.04 34.53 24.70 17.98 58.15 72.77 93.27 78.05 82.84 54.67 92.07 95.07 65.94 59.46 24.34 81.88 51.19 66.42 60.60 83.20 55.80 57.50

49.70 76$70

26.62 "8$00

49.20 106$10

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA LAMBAYEQUE  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 63.60 41.80 40.80 40.50 31.90 31.60 20.10 18.75 17.10 16.20 16.10 15.80 14.70 14.20 12.70 11.90 11.70 10.15 8.50 8.40 7.60 7.10 6.90 6.80 6.80 6.50 6.10 5.70 4.70 4.40 4.40 4.20 3.90 3.80 3.60 3.50 3.40 3.40 3.20 3.10 3.00 3.00 1.90 1.80 1.60 1.40 1.20

Y 3 L # 1.803 1.621 1.611 1.607 1.504 1.500 1.303 1.273 1.233 1.210 1.207 1.199 1.167 1.152 1.104 1.076 1.068 1.006 0.929 0.924 0.881 0.851 0.839 0.833 0.833 0.813 0.785 0.756 0.672 0.643 0.643 0.623 0.591 0.580 0.556 0.544 0.531 0.531 0.505 0.491 0.477 0.477 0.279 0.255 0.204 0.146 0.079

Y -Y/ 0.933 0.751 0.740 0.737 0.633 0.629 0.433 0.402 0.362 0.339 0.336 0.328 0.297 0.282 0.233 0.205 0.198 0.136 0.059 0.054 0.010 (0.019 (0.032 (0.038 (0.038 (0.058 (0.085 (0.115 (0.199 (0.227 (0.227 (0.247 (0.280 (0.291 (0.314 (0.327 (0.339 (0.339 (0.365 (0.379 (0.393 (0.393 (0.592 (0.615 (0.666 (0.724 (0.791

∑ x =

559.50

∑Y =

Xx =

11.90

Y y

x

13.14

σ

σ =

y

Y -Y/2! 0.812 0.423 0.405 0.400 0.254 0.249 0.081 0.065 0.048 0.039 0.038 0.035 0.026 0.022 0.013 0.009 0.008 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.002 (0.008 (0.012 (0.012 (0.015 (0.022 (0.025 (0.031 (0.035 (0.039 (0.039 (0.049 (0.055 (0.061 (0.061 (0.207 (0.233 (0.296 (0.380 (0.496 0.852 40.92 =

=

0.87 0.422

T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

N3

47.00

METODO UMBEL TIPO I

∑ x =

559.50

=

11.90

Xx

x

σ =

13.14

1.( e la =abla ND 01# determinamos las Eariable red"cida n  la desEiacin est)ndar es'erada en *"ncin del nFemro de re&istros : +ntonces : n G 0.5473 1.1557 σ= 2.( L"e&o se calc"la el 'ar)metro de dis'ersin:

1 α

1Iα 3.( ?e calc"la la moda :

u

=

Xx

% 3 4.( Por lo tanto al ec"acin de 'rediccin es:

L%&) / 3

=

=

σ x σ y

31.11

 1    α 

− Y N  (5.12

y

1  = u +    * w  α 

-5$1 +

!1$11

=>

5.( Preci'itaciones m)Himas 'robables# con 'eríodos de retorno  'robabilidad de eHcedencia:

T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910

Y 3 P:&,+$ 6.39 41.54 64.88 94.43 116.21 137.99 160.24 188.08 209.86

METODO DE LO PEARSON III

∑Y = Y y

y

σ

40.92 =

=

0.87 0.422

1.( ?e calc"la la inclinacin o coe*iciente de ses&o ;Cs<:

CSy =

N x

∑ ( Y − Yy )

3

( N − 1) x ( N − 2) xσ y

L"e&o :

CS/ 3

0.2569

CE G

0.4851

3

2.( ?e calc"la el coe*iciente de Eariacin : CE G J I  Por lo tanto : 3.( L"e&o la ec"acin de 'rediccin ser) :

L o g Y = Y y + +ntonces :

L Y 3

0$87

σ y

*

K

+

0$"

=


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 0.853 1.220 1.422 1.645 1.793 1.930 2.059 2.138 2.349

Y 3 P:&,+$ 7.13 16.59 26.41 44.16 62.15 85.09 114.64 137.30 223.29

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION LAMBAYEQUE

ESTACIN LAMBAYEQUE - METODO UMBEL TIPO I 1000

100

PRECIPITACIN &' 2 10

1 1

10

100

TIEMPO DE RETORNO T: &' .;<2

ESTACIN LAMBAYEQUE - METODO LOARITMO PEARSON III 1000

100


1 1

10

100

: &' . <

CALCULO DE LA PRECIPITACION MEDIA POLIONO DE THIESSEEN

P !"i# = O:&' 1  ! " 5 6 7 8 9 10 11 1 1! 1" 15 16

E<(.,+' L//++ ,+--+/,+ C$CL/ PC/L/ =N/>N+? -++ P+N=+L PC$/C/ =CC$+ LL// $/? ?/N=/ C-B C$/NC/ . C$ALC/=+ CC$/// TOTAL

1

AT

n

∑ Ai * Pi i =1

A:&. G2 700.64 518.97 144.91 500.76 648.49 150.30 62.71 39.92 190.24 472.88 227.06 523.51 176.36 480.79 510.20 56.43 5"0"$17

P:&,+$ 2 63.60 180.80 152.74 65.85 136.16 64.96 197.34 150.50 118.00 95.07 88.50 70.30 84.66 76.70 48.00 106.10

L%& . P:&,+$ &+. 3

95$58

PROMEDIO ARITMETICO

P !"i#

=

1

n

Pi ∑ n i =1

ORDEN 1 2 3 4 5 6 7 8

E<(.,+' L//++ ,+--+/,+ C$CL/ PC/L/ =N/>N+? -++ P+N=+L PC$/C/

P:&,+$ 2 63.60 180.80 152.74 65.85 136.16 64.96 197.34 150.50

A+ = P:&,+$ 44560.70 93829.78 22134.09 32973.99 88299.57 9763.10 12375.06 6007.96 22448.32 44957.10 20094.81 36802.75 14930.15 36876.59 24489.60 5987.25 5165!0$8 

9 10 11 12 13 14 15 16

=CC$+ LL// $/? ?/N=/ C-B C$/NC/ . C$ALC/=+ CC$/// TOTAL

L%& . P:&,+$ &+. 3

118.00 95.07 88.50 70.30 84.66 76.70 48.00 106.10 1699$8

106$0



RESULTADO DE PRECIPITACIONES SEN EL ANALISIS DE FRECUENCIAS ESTACION LAMBAYEQUE T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 6.39 41.54 64.88 94.43 116.21 137.99 160.24 188.08 209.86

METODO LO PEARSON III 7.13 16.59 26.41 44.16 62.15 85.09 114.64 137.30 223.29

ESTACION FERREÑAFE T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 6.16 77.86 125.45 185.73 230.14 274.56 319.93 376.71 421.13


ESTACION CHICLAYO T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 22.25 132.09 205.00 297.36 365.40 433.45 502.96 589.96 658.01


ESTACION PUCALA T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 5.89 41.37 64.92 94.74 116.72 138.69 161.14 189.24 211.22


RESULTADO DE PRECIPITACIONES SEN EL ANALISIS DE FRECUENCIAS ESTACION TINA4ONES T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 11.63 81.77 128.33 187.30 230.75 274.19 318.58 374.13 417.58


ESTACION REQUE T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 4.40 43.19 68.94 101.55 125.58 149.61 174.16 204.88 228.92


ESTACION PIMENTEL T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 28.74 170.66 264.86 384.17 472.09 560.00 649.80 762.21 850.12


ESTACION PUCHACA T: 3 N1 2 ?  2 5 10 25 50 100 200

METODO UMBEL 30.08 140.77 214.24 307.30 375.87 444.45 514.49

METODO LO PEARSON III 35.66 72.65 101.99 143.05 175.72 209.51 244.68

500 1000

602.16 670.73

306.85 324.21

RESULTADO DE PRECIPITACIONES SEN EL ANALISIS DE FRECUENCIAS ESTACION TOCMOCHE T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 34.03 135.01 202.03 286.93 349.48 412.03 475.93 555.91 618.46


ESTACION LLAMA T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 33.78 162.12 247.30 355.20 434.71 514.21 595.42 697.07 776.57


ESTACION HUAMBOS T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 33.05 148.10 224.46 321.19 392.46 463.73 536.53 627.66 698.93


ESTACION SANTA CRU T: 3 N1 2 ?  2 5 10 25

METODO UMBEL 22.84 123.57 190.43 275.11

METODO LO PEARSON III 35.90 49.43 58.28 69.21

50 100 200 500 1000

337.51 399.91 463.64 543.43 605.82

77.89 93.50 94.83 105.50 115.76

RESULTADO DE PRECIPITACIONES SEN EL ANALISIS DE FRECUENCIAS ESTACION CHANCAY BAÑOS T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 30.57 151.44 231.66 333.28 408.15 483.02 559.50 655.24 730.11


ESTACION CHUUR T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 28.28 140.08 214.29 308.28 377.54 446.80 517.54 606.09 675.35


ESTACION QUILCATE T: 3 N1 2 ?  2 5 10 25 50 100 200 500 1000

METODO UMBEL 15.33 80.67 124.04 178.98 219.46 259.93 301.28 353.03 393.51

1 24.39 32.47 37.49 43.51 47.79 51.92 55.93 62.14 70.23

ESTACION COCHABAMBA T: 3 N1 2 ?  2

METODO UMBEL 39.64

METODO LO PEARSON III 61.82

5 10 25 50 100 200 500 1000

178.33 270.38 386.98 472.89 558.81 646.56 756.41 842.32

79.15 87.15 94.59 98.69 101.83 104.34 111.38 115.14

1000

1000

RESULTADOS DE LAS DISTRIBUCIONES CON ME4OR A4USTE EN LAS SERIES PLUVIOMETRICAS 2

ESTACION L//++ ,+--+/,+ C$CL/ PC/L/ =N/>N+? -++ P+N=+L PC$/C/ =CC$+ LL// $/? ?/N=/ C-B C$/NC/ /? C$ALC/=+ CC$///

DISTRIBUCION DE MAYOR A4USTE Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  A"mbel =i'o  A"mbel =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o  Lo& Pearson =i'o 

 7.13 7.96 21.16 5.89 11.63 5.98 33.11 35.66 44.94 52.15 51.10 35.90 48.79 45.56 24.39 61.82

5 16.59 21.00 56.45 41.37 81.77 13.56 72.93 72.65 76.54 70.71 66.23 49.43 61.66 56.36 32.47 79.15

10 26.41 37.23 86.32 64.92 128.33 21.91 111.53 101.99 94.77 81.16 73.49 58.28 68.63 61.93 37.49 87.15

PERIODOS DE RETORNO 5 50 100 44.16 62.15 85.09 71.95 113.18 173.47 137.09 185.81 244.98 94.74 116.72 138.69 187.30 230.75 274.19 38.19 55.96 80.22 177.28 240.06 316.80 143.05 175.72 209.51 113.94 125.99 135.29 92.58 100.01 106.64 80.39 84.42 87.40 69.21 77.89 93.50 76.09 80.87 83.92 67.08 71.22 74.28 43.51 47.79 51.92 94.59 98.69 101.83

00 114.64 260.50 316.50 161.14 318.58 113.03 409.29 244.68 143.49 112.63 89.94 94.83 88.95 76.95 55.93 104.34

500 137.30 280.02 362.08 189.24 374.13 137.94 492.56 306.85 159.54 132.68 94.70 105.50 97.84 83.67 62.14 111.38

1000 223.29 347.42 386.20 211.22 417.58 181.70 509.18 324.21 171.58 146.76 98.12 115.76 104.65 88.94 70.23 115.14

F%&'(&) +laboracin de los tesistas

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA FERR  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 180.80 90.61 65.00 48.90 36.60 32.00 26.71 21.70 21.00 20.23 19.70 18.50 16.60 16.00 14.46 13.00 12.58 12.40 10.00 9.90 9.83 9.69 9.00 9.00 8.40 6.50 6.00 6.00 6.00 5.41 5.30 5.00 4.84 4.56 4.42 4.00 3.60 3.20 3.00 3.00 3.00 2.20 2.00 2.00 2.00 2.00 1.60

∑ x = Xx x σ

= =

Y 3 L # 2.257 1.957 1.813 1.689 1.563 1.505 1.427 1.336 1.322 1.306 1.294 1.267 1.220 1.204 1.160 1.114 1.100 1.093 1.000 0.996 0.993 0.986 0.954 0.954 0.924 0.813 0.778 0.778 0.778 0.733 0.724 0.699 0.685 0.659 0.645 0.602 0.556 0.505 0.477 0.477 0.477 0.342 0.301 0.301 0.301 0.301 0.204

Y -Y/ 1.309 1.009 0.864 0.741 0.615 0.557 0.478 0.388 0.374 0.358 0.346 0.319 0.272 0.256 0.212 0.166 0.151 0.145 0.052 0.047 0.044 0.038 0.006 0.006 (0.024 (0.136 (0.170 (0.170 (0.170 (0.215 (0.224 (0.249 (0.263 (0.290 (0.303 (0.346 (0.392 (0.443 (0.471 (0.471 (0.471 (0.606 (0.647 (0.647 (0.647 (0.647 (0.744

818.24

∑Y =

17.41

Y y

29.72

σ

y

Y -Y/2! 2.242 1.026 0.646 0.407 0.233 0.173 0.109 0.058 0.052 0.046 0.041 0.032 0.020 0.017 0.009 0.005 0.003 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.002 (0.005 (0.005 (0.005 (0.010 (0.011 (0.016 (0.018 (0.024 (0.028 (0.042 (0.060 (0.087 (0.105 (0.105 (0.105 (0.223 (0.271 (0.271 (0.271 (0.271 (0.412 2.776 44.58 =

0.95

=

0.468

N3

47.00


∑ x =

818.24

=

17.41

Xx

x

σ =

29.72


1 =

α


u

σ x σ y

63.45

=

1  = Xx − Y N     α 


L%&) / 3

(17.32

 1  * w  α  

y = u +  -17$! +

6!$"5

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

44.58 = =

0.95 0.468


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

0.6135

CE G

0.4938


L o g Y = +ntonces :

L Y 3

Yy +

σ y

0$95

*

K

+

0$"68


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 0.901 1.322 1.571 1.857 2.054 2.239 2.416 2.447 2.541

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION FERREÑAFE

ESTACIN FERREÑAFE - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN FERREÑAFE - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


EÑAFE T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 6.16 77.86 125.45 185.73 230.14 274.56 319.93 376.71 421.13

=

Y 3 P:&,+$ 7.96 21.00 37.23 71.95 113.18 173.47 260.50 280.02 347.42

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA CHI  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 152.74 149.09 147.99 116.57 115.47 73.45 68.52 62.49 59.20 58.83 57.74 53.72 51.89 46.41 43.50 43.48 42.75 37.09 31.06 30.69 27.77 25.94 25.21 24.85 24.85 23.75 22.29 20.83 17.17 16.08 16.08 15.35 14.25 13.89 13.15 12.79 12.42 12.42 11.69 11.33 10.96 10.96 6.94 6.58 5.85 5.12 4.38

∑ x = Xx x σ

= =

Y 3 L # 2.184 2.173 2.170 2.067 2.062 1.866 1.836 1.796 1.772 1.770 1.761 1.730 1.715 1.667 1.638 1.638 1.631 1.569 1.492 1.487 1.444 1.414 1.402 1.395 1.395 1.376 1.348 1.319 1.235 1.206 1.206 1.186 1.154 1.143 1.119 1.107 1.094 1.094 1.068 1.054 1.040 1.040 0.842 0.818 0.767 0.709 0.642

Y -Y/ 0.766 0.756 0.752 0.649 0.645 0.448 0.418 0.378 0.354 0.352 0.344 0.312 0.297 0.249 0.221 0.220 0.213 0.151 0.074 0.069 0.026 (0.004 (0.016 (0.023 (0.023 (0.042 (0.070 (0.099 (0.183 (0.212 (0.212 (0.232 (0.264 (0.275 (0.299 (0.311 (0.324 (0.324 (0.350 (0.364 (0.378 (0.378 (0.576 (0.600 (0.651 (0.709 (0.776

1855.60

∑Y =

39.48

Y y

38.90

σ

y

Y -Y/2! 0.450 0.431 0.426 0.273 0.268 0.090 0.073 0.054 0.045 0.044 0.041 0.030 0.026 0.015 0.011 0.011 0.010 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.006 (0.009 (0.009 (0.012 (0.018 (0.021 (0.027 (0.030 (0.034 (0.034 (0.043 (0.048 (0.054 (0.054 (0.191 (0.216 (0.276 (0.356 (0.467 0.392 66.64 =

1.42

=

0.400

N3

47.00


∑ x = Xx

1855.60

=

39.48

x

σ =

38.90


1 =

α


u

σ x σ y

97.21

=

1  = Xx − Y N     α 


L%&) / 3

(13.72

 1  * w  α  

y = u +  -1!$7

+

97$1

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

66.64 1.42

= =

0.400


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

0.1388

CE G

0.2822


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$"

*

K

+

0$"00


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.325 1.752 1.936 2.137 2.269 2.389 2.500 2.559 2.587

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION CHICLAYO

ESTACIN CHICLAYO - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN CHICLAYO - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


LAYO T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 22.25 132.09 205.00 297.36 365.40 433.45 502.96 589.96 658.01

=

Y 3 P:&,+$ 21.16 56.45 86.32 137.09 185.81 244.98 316.50 362.08 386.20

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA PU  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 65.85 42.24 41.93 33.03 20.81 19.80 19.41 17.70 16.77 16.67 16.36 15.22 14.70 14.50 13.15 12.30 12.11 10.51 8.80 8.70 7.87 7.35 7.14 7.04 7.04 6.73 6.32 5.90 4.87 4.56 4.56 4.35 4.04 3.93 3.73 3.62 3.52 3.52 3.31 3.21 3.11 3.11 2.70 1.97 1.86 1.45 1.24

∑ x = Xx x σ

= =

Y 3 L # 1.819 1.626 1.623 1.519 1.318 1.297 1.288 1.248 1.225 1.222 1.214 1.182 1.167 1.161 1.119 1.090 1.083 1.022 0.945 0.939 0.896 0.866 0.854 0.848 0.848 0.828 0.800 0.771 0.687 0.659 0.659 0.638 0.606 0.595 0.571 0.559 0.547 0.547 0.520 0.506 0.492 0.492 0.431 0.294 0.270 0.161 0.094

Y -Y/ 0.943 0.750 0.747 0.643 0.443 0.421 0.413 0.373 0.349 0.346 0.338 0.307 0.292 0.286 0.243 0.214 0.208 0.146 0.069 0.064 0.020 (0.009 (0.022 (0.028 (0.028 (0.047 (0.075 (0.104 (0.188 (0.217 (0.217 (0.237 (0.269 (0.281 (0.304 (0.316 (0.329 (0.329 (0.355 (0.369 (0.383 (0.383 (0.444 (0.582 (0.605 (0.714 (0.781

538.60

∑Y =

11.46

Y y

12.46

σ

y

Y -Y/2! 0.839 0.422 0.417 0.266 0.087 0.075 0.070 0.052 0.043 0.042 0.039 0.029 0.025 0.023 0.014 0.010 0.009 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.007 (0.010 (0.010 (0.013 (0.020 (0.022 (0.028 (0.032 (0.036 (0.036 (0.045 (0.050 (0.056 (0.056 (0.088 (0.197 (0.222 (0.364 (0.477 0.696 41.15 =

0.88

=

0.397

N3

47.00


∑ x = Xx

538.60

=

11.46

x

σ =

12.46


1 =

α


u

σ x σ y

31.39

=

1  = Xx − Y N     α 


L%&) / 3

(5.72

 1  * w  α  

y = u +  -5$7

+

!1$!9

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

41.15 0.88

= =

0.397


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

0.2526

CE G

0.4534


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

0$88

*

K

+

0$!97


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 0.859 1.204 1.393 1.603 1.744 1.872 1.994 2.030 2.039

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION PUCALA

ESTACIN PUCALA - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN PUCALA - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


ALA T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 5.89 41.37 64.92 94.74 116.72 138.69 161.14 189.24 211.22

=

Y 3 P:&,+$ 7.22 15.99 24.74 40.13 55.41 74.44 98.65 107.20 109.38

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA TINA  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 136.16 116.30 93.20 47.30 44.20 40.14 34.89 34.50 34.47 30.40 26.35 25.47 24.00 22.50 22.21 21.73 21.41 21.12 19.80 18.50 17.40 17.25 14.85 14.77 14.56 13.56 12.39 11.32 10.06 9.40 9.10 8.99 8.35 8.14 7.49 7.28 6.85 6.64 6.42 5.00 4.07 3.85 3.00 2.60 2.57 2.10 1.40

∑ x = Xx x σ

= =

Y 3 L # 2.134 2.066 1.969 1.675 1.645 1.604 1.543 1.538 1.537 1.483 1.421 1.406 1.380 1.352 1.347 1.337 1.331 1.325 1.297 1.267 1.241 1.237 1.172 1.169 1.163 1.132 1.093 1.054 1.003 0.973 0.959 0.954 0.922 0.910 0.875 0.862 0.836 0.822 0.808 0.699 0.609 0.586 0.477 0.415 0.410 0.322 0.146

Y -Y/ 0.996 0.927 0.831 0.536 0.507 0.465 0.404 0.399 0.399 0.345 0.282 0.268 0.242 0.214 0.208 0.199 0.192 0.186 0.158 0.129 0.102 0.098 0.033 0.031 0.025 (0.006 (0.045 (0.085 (0.136 (0.165 (0.179 (0.185 (0.217 (0.228 (0.264 (0.276 (0.303 (0.316 (0.331 (0.439 (0.529 (0.553 (0.662 (0.723 (0.729 (0.816 (0.992

1064.06

∑Y =

22.64

Y y

27.40

σ

y

Y -Y/2! 0.987 0.797 0.574 0.154 0.130 0.101 0.066 0.064 0.064 0.041 0.023 0.019 0.014 0.010 0.009 0.008 0.007 0.006 0.004 0.002 0.001 0.001 0.000 0.000 0.000 0.000 0.000 (0.001 (0.002 (0.005 (0.006 (0.006 (0.010 (0.012 (0.018 (0.021 (0.028 (0.032 (0.036 (0.085 (0.148 (0.169 (0.290 (0.379 (0.387 (0.544 (0.977 (0.072 53.50 =

1.14

=

0.441

N3

47.00


∑ x = Xx X x

1064.06

=

22.64

x

σ =

27.40


1 =

α


u

σ x σ y

62.07

=

1  = Xx − Y N     α 


L%&) / 3

(11.33

 1  * w  α  

y = u +  -11$!!

+

6  $0 7

=>

5.( Preci'itaciones m)Himas 'robables# con 'eríodos de retorno  'robabilidad de eHcedencia: eHcedencia:

T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

53.50 1.14

= =

0.441


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(0.0189

CE G

0.3878

2.( ?e calc"la el el coe*iciente coe*iciente de Eariacin : CE G J I  Por lo tanto : 3.( L"e&o la ec"acin de 'rediccin ser) :

L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$1"

*

K

+

0 $" " 1

5.( Preci'itaciones m)Himas 'robables# con 'eríodos de retorno  'robabilidad de eHcedencia: eHcedencia:

T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.198 1.516 1.651 1.774 1.843 1.897 1.942 1.951 1.961

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION TINA4ONES

ESTACIN TINA4ONES - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN TINA4ONES - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


ONES T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 11.63 81.77 128.33 187.30 230.75 274.19 318.58 374.13 417.58

=

Y 3 P:&,+$ 15.78 32.83 44.81 59.45 69.59 78.94 87.48 89.37 91.39

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA RE  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 64.96 60.40 42.69 32.27 19.15 17.50 17.46 16.44 14.50 12.15 11.00 10.37 10.20 9.20 8.58 7.76 7.50 7.30 7.25 7.05 7.00 6.95 6.95 6.64 6.23 6.00 5.82 4.80 4.49 4.49 4.30 4.29 3.98 3.88 3.57 3.47 3.27 3.17 3.06 3.06 3.00 2.50 1.94 1.84 1.63 1.43 1.23

∑ x = Xx x σ

= =

Y 3 L # 1.813 1.781 1.630 1.509 1.282 1.243 1.242 1.216 1.161 1.085 1.041 1.016 1.009 0.964 0.933 0.890 0.875 0.863 0.860 0.848 0.845 0.842 0.842 0.822 0.795 0.778 0.765 0.681 0.653 0.653 0.633 0.632 0.600 0.589 0.553 0.541 0.514 0.501 0.486 0.486 0.477 0.398 0.288 0.264 0.213 0.155 0.088

Y -Y/ 0.997 0.965 0.814 0.693 0.466 0.427 0.426 0.400 0.345 0.269 0.225 0.200 0.192 0.148 0.117 0.074 0.059 0.047 0.044 0.032 0.029 0.026 0.026 0.006 (0.022 (0.038 (0.051 (0.135 (0.163 (0.163 (0.183 (0.184 (0.216 (0.227 (0.263 (0.275 (0.302 (0.316 (0.330 (0.330 (0.339 (0.418 (0.528 (0.552 (0.603 (0.661 (0.728

492.75

∑Y =

10.48

Y y

13.56

σ

y

Y -Y/2! 0.990 0.898 0.540 0.332 0.101 0.078 0.077 0.064 0.041 0.019 0.011 0.008 0.007 0.003 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.002 (0.004 (0.004 (0.006 (0.006 (0.010 (0.012 (0.018 (0.021 (0.027 (0.031 (0.036 (0.036 (0.039 (0.073 (0.147 (0.168 (0.219 (0.289 (0.385 1.638 38.36 =

0.82

=

0.395

N3

47.00


∑ x =

492.75

=

10.48

Xx

x

σ =

13.56


1 =

α


u

σ x σ y

34.33

=

1  = Xx − Y N     α 


L%&) / 3

(8.30

 1  * w  α  

y = u +  -8$!0

+

!"$!!

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

38.36 0.82

= =

0.395


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

0.6034

CE G

0.4840


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

0$8

*

K

+

0$!95


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 0.777 1.132 1.341 1.582 1.748 1.904 2.053 2.140 2.259

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION REQUE

ESTACIN REQUE - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN REQUE - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


QUE T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 4.40 43.19 68.94 101.55 125.58 149.61 174.16 204.88 228.92

=

Y 3 P:&,+$ 5.98 13.56 21.91 38.19 55.96 80.22 113.03 137.94 181.70

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA PIM  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 197.34 192.62 191.20 150.60 149.18 94.89 88.52 80.73 76.48 76.01 74.59 69.40 67.04 59.96 56.20 56.18 55.24 47.92 40.13 39.66 35.88 33.52 32.57 32.10 32.10 30.69 28.80 26.91 22.19 20.77 20.77 19.83 18.41 17.94 17.00 16.52 16.05 16.05 15.11 14.64 14.16 14.16 8.97 8.50 7.55 6.61 5.67

∑ x = Xx x σ

= =

Y 3 L # 2.295 2.285 2.281 2.178 2.174 1.977 1.947 1.907 1.884 1.881 1.873 1.841 1.826 1.778 1.750 1.750 1.742 1.681 1.603 1.598 1.555 1.525 1.513 1.507 1.507 1.487 1.459 1.430 1.346 1.317 1.317 1.297 1.265 1.254 1.230 1.218 1.206 1.206 1.179 1.165 1.151 1.151 0.953 0.929 0.878 0.820 0.753

Y -Y/ 0.766 0.756 0.752 0.649 0.645 0.448 0.418 0.378 0.354 0.352 0.344 0.312 0.297 0.249 0.221 0.220 0.213 0.151 0.074 0.069 0.026 (0.004 (0.016 (0.023 (0.023 (0.042 (0.070 (0.099 (0.183 (0.212 (0.212 (0.232 (0.264 (0.275 (0.299 (0.311 (0.324 (0.324 (0.350 (0.364 (0.378 (0.378 (0.576 (0.600 (0.651 (0.709 (0.776

2397.34

∑Y =

51.01

Y y

50.26

σ

y

Y -Y/2! 0.450 0.431 0.426 0.273 0.268 0.090 0.073 0.054 0.045 0.044 0.041 0.030 0.026 0.015 0.011 0.011 0.010 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.006 (0.009 (0.009 (0.012 (0.018 (0.021 (0.027 (0.030 (0.034 (0.034 (0.043 (0.048 (0.054 (0.054 (0.191 (0.216 (0.276 (0.356 (0.467 0.392 71.87 =

1.53

=

0.400

N3

47.00


∑ x = Xx

2397.34

=

51.01

x

σ =

50.26


1 =

α


u

σ x σ y

125.59

=

1  = Xx − Y N     α 


L%&) / 3

(17.73

 1  * w  α  

y = u +  -17$7!

+

15$59

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

71.87 1.53

= =

0.400


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

0.1388

CE G

0.2617


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$5!

*

K

+

0$"00


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.520 1.863 2.047 2.249 2.380 2.501 2.612 2.692 2.707

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION PIMENTEL

ESTACIN PIMENTEL - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN PIMENTEL - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


NTEL T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 28.74 170.66 264.86 384.17 472.09 560.00 649.80 762.21 850.12

=

Y 3 P:&,+$ 33.11 72.93 111.53 177.28 240.06 316.80 409.29 492.56 509.18

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA PUC  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 150.50 150.00 147.00 124.40 101.50 96.20 95.40 70.30 65.30 62.70 60.90 60.30 60.20 60.00 59.00 58.70 56.30 54.40 51.50 47.50 42.57 40.30 40.10 40.00 35.20 31.50 30.55 30.30 30.20 30.00 27.50 24.30 23.20 20.80 20.54 20.32 20.30 14.30 12.90 11.10 9.70 8.80 8.50 8.20 6.55 6.10 4.20

∑ x = Xx x σ

= =

Y 3 L # 2.178 2.176 2.167 2.095 2.006 1.983 1.980 1.847 1.815 1.797 1.785 1.780 1.780 1.778 1.771 1.769 1.751 1.736 1.712 1.677 1.629 1.605 1.603 1.602 1.547 1.498 1.485 1.481 1.480 1.477 1.439 1.386 1.365 1.318 1.313 1.308 1.307 1.155 1.111 1.045 0.987 0.944 0.929 0.914 0.816 0.785 0.623

Y -Y/ 0.651 0.650 0.641 0.569 0.480 0.457 0.453 0.321 0.289 0.271 0.258 0.254 0.253 0.252 0.245 0.242 0.224 0.209 0.186 0.150 0.103 0.079 0.077 0.076 0.020 (0.028 (0.041 (0.045 (0.046 (0.049 (0.087 (0.141 (0.161 (0.208 (0.214 (0.218 (0.219 (0.371 (0.416 (0.481 (0.540 (0.582 (0.597 (0.612 (0.710 (0.741 (0.903

2230.13

∑Y =

47.45

Y y

38.38

y σ

Y -Y/2! 0.276 0.274 0.263 0.184 0.111 0.095 0.093 0.033 0.024 0.020 0.017 0.016 0.016 0.016 0.015 0.014 0.011 0.009 0.006 0.003 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.003 (0.004 (0.009 (0.010 (0.010 (0.010 (0.051 (0.072 (0.111 (0.157 (0.197 (0.213 (0.230 (0.358 (0.407 (0.736 (1.078 71.74 = =

1.53 0.392

N3

47.00


∑ x = Xx

2230.13

=

47.45

x

σ =

38.38


1 =

α


u

σ x σ y

97.96

=

1  = Xx − Y N     α 


L%&) / 3

(6.16

 1  * w  α  

y = u +  -6$16

+

97$96

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

71.74 1.53

= =

0.392


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(0.4071

CE G

0.2567


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$5!

*

K

+

0$!9


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.552 1.861 2.009 2.155 2.245 2.321 2.389 2.487 2.511

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION PUCHACA

ESTACIN PUCHACA - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN PUCHACA - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


ACA T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 30.08 140.77 214.24 307.30 375.87 444.45 514.49 602.16 670.73

=

Y 3 P:&,+$ 35.66 72.65 101.99 143.05 175.72 209.51 244.68 306.85 324.21

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA TOC  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 118.00 116.20 108.60 106.00 100.40 94.00 85.00 83.60 76.00 74.40 70.00 64.50 64.00 61.00 60.00 60.00 55.00 55.00 53.90 52.20 48.00 47.00 45.80 45.00 45.00 44.00 40.00 40.00 36.90 36.00 35.00 35.00 33.00 32.00 30.00 28.00 25.00 25.00 20.00 20.00 20.00 15.00 12.00 12.00 7.00 5.20 4.50

∑ x = Xx x σ

= =

Y 3 L # 2.072 2.065 2.036 2.025 2.002 1.973 1.929 1.922 1.881 1.872 1.845 1.810 1.806 1.785 1.778 1.778 1.740 1.740 1.732 1.718 1.681 1.672 1.661 1.653 1.653 1.643 1.602 1.602 1.567 1.556 1.544 1.544 1.519 1.505 1.477 1.447 1.398 1.398 1.301 1.301 1.301 1.176 1.079 1.079 0.845 0.716 0.653

Y -Y/ 0.474 0.468 0.438 0.428 0.404 0.376 0.332 0.325 0.283 0.274 0.248 0.212 0.209 0.188 0.181 0.181 0.143 0.143 0.134 0.120 0.084 0.075 0.063 0.056 0.056 0.046 0.005 0.005 (0.031 (0.041 (0.053 (0.053 (0.079 (0.092 (0.120 (0.150 (0.200 (0.200 (0.297 (0.297 (0.297 (0.421 (0.518 (0.518 (0.752 (0.882 (0.944

2344.20

∑Y =

49.88

Y y

30.03

y σ

Y -Y/2! 0.107 0.102 0.084 0.078 0.066 0.053 0.037 0.034 0.023 0.021 0.015 0.010 0.009 0.007 0.006 0.006 0.003 0.003 0.002 0.002 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.002 (0.003 (0.008 (0.008 (0.026 (0.026 (0.026 (0.075 (0.139 (0.139 (0.426 (0.685 (0.842 (1.739 75.08 = =

1.60 0.336

N3

47.00


∑ x = Xx

2344.20

=

49.88

x

σ =

30.03


1 =

α


u

σ x σ y

89.36

=

1  = Xx − Y N     α 


L%&) / 3

0.97

 1  * w  α  

y = u +  0$97

+

89$!6

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

75.08 1.60

= =

0.336


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(1.0401

CE G

0.2104


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$60

*

K

+

0$!!6


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.653 1.884 1.977 2.057 2.100 2.131 2.157 2.203 2.234

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION TOCMOCHE

ESTACIN TOCMOCHE - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN TOCMOCHE - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


OCHE T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 34.03 135.01 202.03 286.93 349.48 412.03 475.93 555.91 618.46

=

Y 3 P:&,+$ 44.94 76.54 94.77 113.94 125.99 135.29 143.49 159.54 171.58

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA LL  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 95.07 93.27 92.07 85.28 82.84 81.88 78.05 75.74 74.20 74.20 72.77 67.80 66.42 65.94 59.46 58.15 57.43 55.89 55.51 54.93 54.67 54.64 51.46 51.19 51.07 48.95 47.70 46.50 46.25 45.77 45.58 45.10 44.33 44.13 43.36 40.04 39.51 38.20 37.77 34.53 34.31 27.95 27.56 24.70 24.34 19.50 17.98

∑ x = Xx x σ

= =

Y 3 L # 1.978 1.970 1.964 1.931 1.918 1.913 1.892 1.879 1.870 1.870 1.862 1.831 1.822 1.819 1.774 1.765 1.759 1.747 1.744 1.740 1.738 1.737 1.711 1.709 1.708 1.690 1.679 1.667 1.665 1.661 1.659 1.654 1.647 1.645 1.637 1.603 1.597 1.582 1.577 1.538 1.535 1.446 1.440 1.393 1.386 1.290 1.255

Y -Y/ 0.278 0.270 0.264 0.231 0.218 0.213 0.192 0.179 0.170 0.170 0.162 0.131 0.122 0.119 0.074 0.065 0.059 0.047 0.044 0.040 0.038 0.037 0.011 0.009 0.008 (0.010 (0.021 (0.033 (0.035 (0.039 (0.041 (0.046 (0.053 (0.055 (0.063 (0.097 (0.103 (0.118 (0.123 (0.162 (0.165 (0.254 (0.260 (0.307 (0.314 (0.410 (0.445

2534.01

∑Y =

53.92

Y y

19.81

y σ

Y -Y/2! 0.021 0.020 0.018 0.012 0.010 0.010 0.007 0.006 0.005 0.005 0.004 0.002 0.002 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.001 (0.002 (0.002 (0.004 (0.004 (0.016 (0.018 (0.029 (0.031 (0.069 (0.088 (0.140 79.90 = =

1.70 0.174

N3

47.00


∑ x = Xx

2534.01

=

53.92

x

σ =

19.81


1 =

α


u

σ x σ y

113.58

=

1  = Xx − Y N     α 


L%&) / 3

(8.25

 1  * w  α  

y = u +  -8$5

+

11!$58

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

79.90 1.70

= =

0.174


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(0.599

CE G

0.1026


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$70

*

K

+

0$17"


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.717 1.849 1.909 1.967 2.000 2.028 2.052 2.123 2.167

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION LLAMA

ESTACIN LLAMA - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN LLAMA - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


MA T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 33.78 162.12 247.30 355.20 434.71 514.21 595.42 697.07 776.57

=

Y 3 P:&,+$ 52.15 70.71 81.16 92.58 100.01 106.64 112.63 132.68 146.76

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA HUA  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 88.50 79.30 78.60 77.80 77.00 76.80 69.10 68.30 67.30 65.10 60.70 59.60 58.80 58.00 57.60 57.00 56.70 55.40 55.00 53.40 53.00 50.80 49.80 49.60 49.50 48.50 48.00 47.50 47.30 46.80 46.00 45.90 45.80 45.60 45.00 42.70 41.00 39.20 35.60 33.40 29.00 28.80 28.60 28.30 20.60 20.30 15.00

∑ x = Xx x σ

= =

Y 3 L # 1.947 1.899 1.895 1.891 1.886 1.885 1.839 1.834 1.828 1.814 1.783 1.775 1.769 1.763 1.760 1.756 1.754 1.744 1.740 1.728 1.724 1.706 1.697 1.695 1.695 1.686 1.681 1.677 1.675 1.670 1.663 1.662 1.661 1.659 1.653 1.630 1.613 1.593 1.551 1.524 1.462 1.459 1.456 1.452 1.314 1.307 1.176

Y -Y/ 0.265 0.218 0.214 0.209 0.205 0.204 0.158 0.153 0.146 0.132 0.102 0.094 0.088 0.082 0.079 0.074 0.072 0.062 0.059 0.046 0.043 0.024 0.016 0.014 0.013 0.004 0.000 (0.005 (0.007 (0.011 (0.019 (0.020 (0.021 (0.023 (0.028 (0.051 (0.069 (0.088 (0.130 (0.158 (0.219 (0.222 (0.225 (0.230 (0.368 (0.374 (0.506

2401.60

∑Y =

51.10

Y y

16.66

y σ

Y -Y/2! 0.019 0.010 0.010 0.009 0.009 0.008 0.004 0.004 0.003 0.002 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.002 (0.004 (0.011 (0.011 (0.011 (0.012 (0.050 (0.052 (0.129 (0.201 79.04 = =

1.68 0.164

N3

47.00


∑ x = Xx

2401.60

=

51.10

x

σ =

16.66


1 =

α


u

σ x σ y

101.82

=

1  = Xx − Y N     α 


L%&) / 3

(4.63

 1  * w  α  

y = u +  -"$6!

+

101$8

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

79.04 1.68

= =

0.164


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(1.040

CE G

0.0973


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$68

*

K

+

0$16"


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.708 1.821 1.866 1.905 1.926 1.942 1.954 1.976 1.992

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION HUAMBOS

ESTACIN HUAMBOS - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN HUAMBOS - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


BOS T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 33.05 148.10 224.46 321.19 392.46 463.73 536.53 627.66 698.93

=

Y 3 P:&,+$ 51.10 66.23 73.49 80.39 84.42 87.40 89.94 94.70 98.12

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA SANT  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 70.30 69.80 67.24 60.90 58.60 58.30 56.80 56.30 56.10 54.40 53.39 49.80 48.60 45.80 45.80 43.57 40.60 40.30 40.20 39.63 37.52 37.30 35.77 33.23 33.14 32.30 31.30 30.95 29.90 29.80 29.80 29.54 29.20 28.90 28.75 27.97 27.80 26.90 26.80 26.56 24.80 24.10 23.80 20.50 18.90 17.36 17.10

∑ x = Xx x σ

= =

Y 3 L # 1.847 1.844 1.828 1.785 1.768 1.766 1.754 1.751 1.749 1.736 1.727 1.697 1.687 1.661 1.661 1.639 1.609 1.605 1.604 1.598 1.574 1.572 1.553 1.521 1.520 1.509 1.496 1.491 1.476 1.474 1.474 1.470 1.465 1.461 1.459 1.447 1.444 1.430 1.428 1.424 1.394 1.382 1.377 1.312 1.276 1.239 1.233

Y -Y/ 0.289 0.286 0.270 0.227 0.210 0.208 0.197 0.193 0.191 0.178 0.170 0.139 0.129 0.103 0.103 0.081 0.051 0.047 0.046 0.040 0.016 0.014 (0.004 (0.036 (0.037 (0.049 (0.062 (0.067 (0.082 (0.084 (0.084 (0.087 (0.092 (0.097 (0.099 (0.111 (0.114 (0.128 (0.130 (0.134 (0.163 (0.176 (0.181 (0.246 (0.281 (0.318 (0.325

1816.40

∑Y =

38.65

Y y

14.43

y σ

Y -Y/2! 0.024 0.023 0.020 0.012 0.009 0.009 0.008 0.007 0.007 0.006 0.005 0.003 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.001 (0.001 (0.001 (0.001 (0.001 (0.001 (0.001 (0.001 (0.002 (0.002 (0.002 (0.004 (0.005 (0.006 (0.015 (0.022 (0.032 (0.034 0.003 73.22 = =

1.56 0.162

N3

47.00


∑ x = Xx

1816.40

=

38.65

x

σ =

14.43


1 =

α


u

σ x σ y

89.14

=

1  = Xx − Y N     α 


L%&) / 3

(10.14

 1  * w  α  

y = u +  -10$1"

+

89$1"

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

73.22 1.56

= =

0.162


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

0.014

CE G

0.1039


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$56

*

K

+

0$16


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.555 1.694 1.766 1.840 1.891 1.971 1.977 2.023 2.064

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION SANTA CRU

ESTACIN SANTA CRU - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN SANTA CRU - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


CRU T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 22.84 123.57 190.43 275.11 337.51 399.91 463.64 543.43 605.82

=

Y 3 P:&,+$ 35.90 49.43 58.28 69.21 77.89 93.50 94.83 105.50 115.76

1000

1000

ANALISIS ANALISIS DE MA#IMAS PRECIPITACIONES PRECIPITACIONES DE LA ESTACION ESTACION PLUVIOMETRICA CHANCA  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 84.66 73.18 68.21 67.90 67.50 66.78 66.30 65.50 64.90 64.50 64.20 63.69 61.15 60.20 59.82 57.80 55.80 54.86 52.21 51.10 50.00 49.89 47.24 46.80 45.70 45.20 45.03 42.50 42.40 42.20 41.90 41.83 39.51 39.51 39.40 39.29 38.96 37.20 36.80 36.70 36.30 36.20 35.21 33.44 25.30 21.85 21.52

∑ x = Xx x σ

= =

Y 3 L # 1.928 1.864 1.834 1.832 1.829 1.825 1.822 1.816 1.812 1.810 1.808 1.804 1.786 1.780 1.777 1.762 1.747 1.739 1.718 1.708 1.699 1.698 1.674 1.670 1.660 1.655 1.654 1.628 1.627 1.625 1.622 1.622 1.597 1.597 1.596 1.594 1.591 1.570 1.566 1.565 1.560 1.559 1.547 1.524 1.403 1.340 1.333

Y -Y/ 0.252 0.188 0.158 0.156 0.153 0.149 0.145 0.140 0.136 0.134 0.131 0.128 0.110 0.104 0.101 0.086 0.071 0.063 0.042 0.032 0.023 0.022 (0.002 (0.006 (0.016 (0.021 (0.023 (0.048 (0.049 (0.051 (0.054 (0.055 (0.079 (0.079 (0.081 (0.082 (0.085 (0.106 (0.110 (0.111 (0.116 (0.117 (0.129 (0.152 (0.273 (0.337 (0.343

2328.16

∑Y =

49.54

Y y

14.22

y σ

Y -Y/2! 0.016 0.007 0.004 0.004 0.004 0.003 0.003 0.003 0.003 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.001 (0.001 (0.001 (0.001 (0.001 (0.002 (0.002 (0.002 (0.003 (0.020 (0.038 (0.040 (0.058 78.77 = =

1.68 0.133

N3

47.00


∑ x = Xx X x

2328.16

=

49.54

x

σ =

14.22


1 =

α


u

σ x σ y

106.96

=

 1  Xx − Y = Xx  N   α 


L%&) / 3

(9.01

 1  * w  α  

y = u +  -9$01

+

1 0 6 $9 6

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

78.77 1.68

= =

0.133


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(0.5587

CE G

0.0793

2.( ?e calc"la el coe*iciente coe*iciente de Eariacin : CE G J I  Por lo tanto : 3.( L"e&o la ec"acin de 'rediccin ser) :

L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$68

*

K

+

0 $1 ! !


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.688 1.790 1.837 1.881 1.908 1.924 1.949 1.990 2.020

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION CHANCAY BAÑOS

ESTACIN CHANCAY BAÑOS - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN CHANCAY BAÑOS - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


Y BAÑOS T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 30.57 151.44 231.66 333.28 408.15 483.02 559.50 655.24 730.11

=

Y 3 P:&,+$ 48.79 61.66 68.63 76.09 80.87 83.92 88.95 97.84 104.65

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA CHU  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 76.70 66.50 66.30 65.50 61.80 60.90 60.80 60.50 58.80 57.70 56.10 55.40 54.20 50.20 50.20 49.80 49.70 47.30 47.30 46.30 45.70 45.60 45.30 45.20 44.90 44.80 44.30 42.90 42.80 40.80 40.80 37.90 37.80 36.80 35.80 35.80 35.70 35.60 35.40 35.30 34.40 33.70 32.80 31.90 30.30 19.80 19.50

∑ x = Xx x σ

= =

Y 3 L # 1.885 1.823 1.822 1.816 1.791 1.785 1.784 1.782 1.769 1.761 1.749 1.744 1.734 1.701 1.701 1.697 1.696 1.675 1.675 1.666 1.660 1.659 1.656 1.655 1.652 1.651 1.646 1.632 1.631 1.611 1.611 1.579 1.577 1.566 1.554 1.554 1.553 1.551 1.549 1.548 1.537 1.528 1.516 1.504 1.481 1.297 1.290

Y -Y/ 0.240 0.178 0.177 0.172 0.146 0.140 0.139 0.137 0.125 0.116 0.104 0.099 0.089 0.056 0.056 0.053 0.052 0.030 0.030 0.021 0.015 0.014 0.011 0.010 0.008 0.007 0.002 (0.012 (0.013 (0.034 (0.034 (0.066 (0.067 (0.079 (0.091 (0.091 (0.092 (0.093 (0.096 (0.097 (0.108 (0.117 (0.129 (0.141 (0.163 (0.348 (0.355

2153.60

∑Y =

45.82

Y y

12.27

y σ

Y -Y/2! 0.014 0.006 0.006 0.005 0.003 0.003 0.003 0.003 0.002 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.001 (0.001 (0.001 (0.001 (0.001 (0.001 (0.002 (0.002 (0.003 (0.004 (0.042 (0.045 (0.057 77.30 = =

1.64 0.124

N3

47.00


∑ x = Xx

2153.60

=

45.82

x

σ =

12.27


1 =

α


u

σ x σ y

98.94

=

1  = Xx − Y N     α 


L%&) / 3

(8.33

 1  * w  α  

y = u +  -8$!!

+

98$9"

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

77.30 1.64

= =

0.124


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(0.6764

CE G

0.0754


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$6"

*

K

+

0$1"


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.659 1.751 1.792 1.827 1.853 1.871 1.886 1.923 1.949

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION CHUUR

ESTACIN CHUUR - METODO UMBEL TIPO I 1000

100

PRECIPITACIN PRECIPITACIN &' 2 10

1 1

10

100


ESTACIN CHUUR - METODO LOARITMO PEARSON III 1000

100 100


1 1

10

100


UR T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 28.28 140.08 214.29 308.28 377.54 446.80 517.54 606.09 675.35

=

Y 3 P:&,+$ 45.56 56.36 61.93 67.08 71.22 74.28 76.95 83.67 88.94

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA QUIL  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 48.00 46.90 43.70 37.60 35.62 35.51 35.08 34.50 32.62 32.57 32.41 31.50 30.91 30.90 30.05 29.03 26.89 26.89 26.67 26.62 25.34 25.34 24.80 24.48 24.26 24.05 24.00 23.73 22.98 22.93 21.85 20.25 19.71 19.07 18.96 18.90 18.90 18.43 17.60 17.09 16.50 14.40 14.10 13.80 13.20 11.90 11.80

∑ x = Xx x σ

= =

Y 3 L # 1.681 1.671 1.640 1.575 1.552 1.550 1.545 1.538 1.513 1.513 1.511 1.498 1.490 1.490 1.478 1.463 1.430 1.430 1.426 1.425 1.404 1.404 1.394 1.389 1.385 1.381 1.380 1.375 1.361 1.360 1.340 1.306 1.295 1.280 1.278 1.276 1.276 1.265 1.246 1.233 1.217 1.158 1.149 1.140 1.121 1.076 1.072

Y -Y/ 0.299 0.289 0.258 0.193 0.169 0.168 0.163 0.155 0.131 0.130 0.128 0.116 0.107 0.107 0.095 0.080 0.047 0.047 0.044 0.043 0.021 0.021 0.012 0.006 0.002 (0.001 (0.002 (0.007 (0.021 (0.022 (0.043 (0.076 (0.088 (0.102 (0.105 (0.106 (0.106 (0.117 (0.137 (0.150 (0.165 (0.224 (0.233 (0.243 (0.262 (0.307 (0.311

1202.32

∑Y =

25.58

Y y

8.78

y σ

Y -Y/2! 0.027 0.024 0.017 0.007 0.005 0.005 0.004 0.004 0.002 0.002 0.002 0.002 0.001 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.001 (0.001 (0.001 (0.001 (0.002 (0.003 (0.003 (0.005 (0.011 (0.013 (0.014 (0.018 (0.029 (0.030 (0.028 64.98 = =

1.38 0.152

N3

47.00


∑ x = Xx

1202.32

=

25.58

x

σ =

8.78


1 =

α


u

σ x σ y

57.83

=

1  = Xx − Y N     α 


L%&) / 3

(6.07

 1  * w  α  

y = u +  -6$07

+

57$8!

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

64.98 1.38

= =

0.152


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(0.1828

CE G

0.1098


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$!8

*

K

+

0$15


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.387 1.512 1.574 1.639 1.679 1.715 1.748 1.793 1.846

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION QUILCATE

ESTACIN QUILCATE - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN QUILCATE - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


CATE T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 15.33 80.67 124.04 178.98 219.46 259.93 301.28 353.03 393.51

=

Y 3 P:&,+$ 24.39 32.47 37.49 43.51 47.79 51.92 55.93 62.14 70.23

1000

1000

ANALISIS DE MA#IMAS PRECIPITACIONES DE LA ESTACION PLUVIOMETRICA COCHA  1.00 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 11.00 12.00 13.00 14.00 15.00 16.00 17.00 18.00 19.00 20.00 21.00 22.00 23.00 24.00 25.00 26.00 27.00 28.00 29.00 30.00 31.00 32.00 33.00 34.00 35.00 36.00 37.00 38.00 39.00 40.00 41.00 42.00 43.00 44.00 45.00 46.00 47.00

# 2 106.10 95.07 94.23 93.27 92.31 92.07 83.20 82.84 81.88 78.05 72.77 71.45 69.53 69.06 68.34 67.98 66.42 65.94 64.02 63.54 60.90 60.60 59.46 59.34 58.15 57.55 57.50 56.95 56.71 56.11 55.80 55.15 54.91 54.67 53.95 51.19 49.20 49.15 47.00 42.68 40.04 34.77 34.53 34.29 24.70 24.34 17.98

∑ x = Xx x σ

= =

Y 3 L # 2.026 1.978 1.974 1.970 1.965 1.964 1.920 1.918 1.913 1.892 1.862 1.854 1.842 1.839 1.835 1.832 1.822 1.819 1.806 1.803 1.785 1.782 1.774 1.773 1.765 1.760 1.760 1.755 1.754 1.749 1.747 1.742 1.740 1.738 1.732 1.709 1.692 1.692 1.672 1.630 1.603 1.541 1.538 1.535 1.393 1.386 1.255

Y -Y/ 0.263 0.216 0.212 0.207 0.203 0.202 0.158 0.156 0.151 0.130 0.099 0.092 0.080 0.077 0.072 0.070 0.060 0.057 0.044 0.041 0.022 0.020 0.012 0.011 0.002 (0.002 (0.003 (0.007 (0.009 (0.013 (0.016 (0.021 (0.023 (0.025 (0.030 (0.053 (0.071 (0.071 (0.090 (0.132 (0.160 (0.221 (0.224 (0.227 (0.370 (0.376 (0.508

2885.68

∑Y =

61.40

Y y

19.66

y σ

Y -Y/2! 0.018 0.010 0.009 0.009 0.008 0.008 0.004 0.004 0.003 0.002 0.001 0.001 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (0.001 (0.002 (0.004 (0.011 (0.011 (0.012 (0.051 (0.053 (0.131 (0.196 82.84 = =

1.76 0.160

N3

47.00


∑ x = Xx

2885.68

=

61.40

x

σ =

19.66


1 =

α


u

σ x σ y

122.74

=

1  = Xx − Y N     α 


L%&) / 3

(5.78

 1  * w  α  

y = u +  -5$78

+

1$7"

=>


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

F /2 0.5000 0.8000 0.9000 0.9600 0.9800 0.9900 0.9950 0.9980 0.9990

> 0.370 1.500 2.250 3.200 3.900 4.600 5.315 6.210 6.910


∑Y = Y y

y

σ

82.84 1.76

= =

0.160


CSy

( Y − Yy ) ∑ = 3 ( N − 1) x ( N − 2) xσ y

L"e&o :

3

N x

CS/ 3

(1.0833

CE G

0.0909


L o g Y +ntonces :

L Y 3

=

Yy

+ σ y

1$76

*

K

+

0$160


T: 2 5 10 25 50 100 200 500 1000

1?T: 50.00 20.00 10.00 4.00 2.00 1.00 0.50 0.20 0.10

P @2 50.00 80.00 90.00 96.00 98.00 99.00 99.50 99.80 99.90

 C
L Y 1.791 1.898 1.940 1.976 1.994 2.008 2.018 2.047 2.061

RAFICAS DEL ANALISIS DE LAS FRECUENCIAS DE LAS PRECIPITACIONES MA#IMAS DE LA ESTACION COCHABAMBA

ESTACIN COCHABAMBA - METODO UMBEL TIPO I 1000

100


1 1

10

100


ESTACIN COCHABAMBA - METODO LOARITMO PEARSON III 1000

100


1 1

10

100


BAMBA T: &' .;<2 48.000 24.000 16.000 12.000 9.600 8.000 6.857 6.000 5.333 4.800 4.364 4.000 3.692 3.429 3.200 3.000 2.824 2.667 2.526 2.400 2.286 2.182 2.087 2.000 1.920 1.846 1.778 1.714 1.655 1.600 1.548 1.500 1.455 1.412 1.371 1.333 1.297 1.263 1.231 1.200 1.171 1.143 1.116 1.091 1.067 1.043 1.021

Y 3 P:&,+$ 39.64 178.33 270.38 386.98 472.89 558.81 646.56 756.41 842.32

=

Y 3 P:&,+$ 61.82 79.15 87.15 94.59 98.69 101.83 104.34 111.38 115.14

1000

1000

TABLA N° 01) MEDIAS ESPERADAS Y DESVIACIONES ESTANDAR DE E#TREMOS REDUCIDO

N 0 1  ! " 5 6 7 8 9 !0 !1 ! !! !" !5 !6 !7 !8 !9 "0 "1 " "! "" "5 "6 "7 "8 "9 F%&'(& )

Y' 0.5236 0.5252 0.5268 0.5282 0.5296 0.5309 0.5309 0.5320 0.5332 0.5353 0.5362 0.5371 0.5380 0.5388 0.5396 0.5403 0.5410 0.5418 0.5424 0.5430 0.5436 0.5442 0.5448 0.5453 0.5458 0.5463 0.5468 0.5473 0.5477 0.5481

S' 1.0628 1.0695 1.0755 1.0812 1.0865 1.0915 1.0961 1.1004 1.1047 1.1086 1.1124 1.1159 1.1193 1.2260 1.2550 1.1285 1.1313 1.1339 1.1363 1.1388 1.1413 1.1436 1.1458 1.1480 1.1499 1.1519 1.1538 1.1557 1.1574 1.1590

K/N/L?? + ,-+C+NC/? + ,+N+N? +N $-LA/K niEersidad Nacional /&raria KLa olinaK

N 50 51 5 5! 5" 55 56 57 58 59 60 6 6" 66 68 70 7 7" 76 78 80 8 8" 86 88 90 9 9" 96 98

Y' 0.5485 0.5489 0.5493 0.5497 0.5501 0.5504 0.5508 0.5510 0.5552 0.5552 0.5521 0.5527 0.5333 0.5538 0.5543 0.5548 0.5552 0.5557 0.5561 0.5565 0.5569 0.5572 0.5576 0.5580 0.5583 0.5586 0.5589 0.5592 0.5595 0.5598

S

S' 1.1607 1.1623 1.1638 1.1653 1.1667 1.1681 1.1696 1.1708 1.1721 1.1734 1.1747 1.1770 1.1793 1.1814 1.1834 1.1854 1.1873 1.1890 1.1906 1.1923 1.1938 1.1953 1.1967 1.1980 1.1994 1.2007 1.2020 1.2032 1.2044 1.2055

0.500

´----------->

1.98

0.200

´----------->

X

0.100

´----------->

1.880

RESULTADO : 1.905

N° ORDEN 1  ! " 5 6 7 8 9 10 11 1 1! 1" 15 16

ESTACION PLUVIOMETRICA L//++ ,+--+/,+ C$CL/ PC/L/ =N/>N+? -++ P+N=+L PC$/C/ =CC$+ LL// $/? ?/N=/ C-B C$/NC/ /? C$ALC/=+ CC$///

LATITUD

LONITUD

642M ? 638M ? 646M ? 645M ? 640M ? 653M ? 650M ? 621M ? 625M ? 630M ? 627M ? 637M ? 634M ? 640M ? 649M ? 628M ?

7955M  7947M  7950M  7936M  7929M  7951M  79 56M  7928M  7922M  79 07M  7858M  7857M  7852M  7840M  7844M  7853M 

HIDROLOGIA.xlsx

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