Calculo-hidrologico-drenaje-luri.xlsx

IT

ESTACION

UBICACIÓN

1.0

HUANTA - SENAMHI HUANTA - AYACUCHO

2.0

LURICOCHA

LURICHOCHA-HUANTA

3.0

HUANTA - GRA

HUANTA - AYACUCHO

LATITUD

LONGITUD

ALTITUD

12º56'51"

74º15'00"

2,628.0

ESTACION METEOROL OG.

HUANTA - S LURICOCHA HUANTA - G 0

PARAM.

PPmax 24hr

PPmax 24hr

PPmax 24hr

PPmax 24hr 2012

2011

2010

2009

2008

2007

2006

2005

2004

2003

2002

2001

2000

1999

1998

1997

1996

1995

1994

1993

1992

1991

REGISTRO HISTORICO

ESTUDIO HIDROLOGICO E HIDRAULICO A.Y.U.M.

REGISTRO DE PRECIPITACION TOTAL MENSUAL (mm) ESTACION TIPO CODIGO ESTADO

:HUAMANGA :CO-AUTOMATICA :005 :OPERATIVO

REGION PROVINCIA DISTRITO OPERADOR

:AYACUCHO :HUAMANGA :AYACUCHO :UNSCH - GRA

ALTITUD LATITUD LONGITUD REGISTRO

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV 1991 60.2 57.9 107.0 98.7 17.5 26.0 10.5 16.5 15.0 40.0 53.6 1992 104.9 64.2 53.5 17.0 9.2 10.0 6.0 26.0 13.0 24.0 28.5 1993 125.0 100.0 94.0 34.5 8.0 7.0 15.0 16.5 26.0 22.0 75.0 1994 115.5 140.0 102.0 30.0 6.5 3.0 0.0 6.5 9.8 19.4 49.3 1995 157.4 128.9 123.3 12.5 16.5 0.5 2.0 5.6 9.7 34.3 78.7 1996 75.2 126.8 99.0 43.8 0.0 0.0 0.0 16.7 25.3 20.8 22.3 1997 147.7 121.6 78.1 25.4 2.9 0.0 2.0 20.2 38.7 23.6 69.3 1998 116.8 104.1 94.1 6.8 0.4 5.8 0.0 3.9 19.6 56.3 32.4 1999 107.1 142.3 91.5 29.0 2.6 0.6 4.8 0.0 58.7 13.3 91.2 2000 126.0 240.6 91.5 8.9 20.3 10.8 55.8 12.7 6.2 66.0 22.1 2001 161.9 101.3 86.5 23.0 23.2 4.4 24.3 12.6 7.7 31.9 80.9 2002 133.8 141.4 89.6. 26.4 15.1 8.9 25.8 19.3 73.7 19.3 49.7 2003 75.0 164.9 121.5 77.5 136.8 0.0 0.0 32.1 27.0 11.6 62.0 2004 112.7 124.5 96.2 35.7 18.1 4.7 9.5 10.2 25.3 39.5 86.3 2005 98.1 79.6 58.6 29.5 11.5 8.8 0.0 0.0 39.1 25.0 37.7 2006 137.2 126.2 60.1 46.4 12.0 0.0 7.6 1.8 8.1 39.9 88.7 2007 71.2 69.6 151.5 38.4 2.5 0.0 6.4 1.0 13.6 39.5 86.3 2008 83.3 132.1 136.8 6.3 50.7 2.9 17.0 2.4 45.3 47.8 109.3 2009 137.2 126.2 60.1 46.4 12.0 0.0 7.6 1.8 8.1 39.9 88.7 2010 155.2 101.7 70.6 27.4 15.5 0.0 0.7 15.6 21.9 66.7 27.4 2011 124.8 191.6 134.3 46.6 14.1 0.3 12.0 0.9 37.0 49.3 67.3 2012 53.1 153.9 110.7 74.3 2.4 10.7 2.4 2.1 28.7 27.2 57.0 MEDIA 112.7 124.5 96.2 35.7 18.1 4.7 9.5 10.2 25.3 34.4 62.0

:2772 m.s.n.m. :13º08'51" S :74º13'06" W :1962-2012

DIC ANUAL 15.5 518.4 25.5 381.8 116.0 639.0 88.0 570.0 48.5 617.9 61.9 491.8 96.6 626.1 42.6 482.8 59.3 600.4 59.3 720.2 62.8 620.5 10.4 523.8 75.3 783.7 104.7 667.4 77.4 465.3 72.3 600.3 104.7 584.7 133.5 767.5 152.5 680.5 103.7 606.4 61.0 739.2 86.0 608.5 75.3 597.4 A.Y.U.M.

REGISTRO DE PRECIPITACION MENSUAL TOTAL (mm) ESTACION

: TAMBILLO - SECCLLA

REGION

: AYACUCHO

ALTITUD

: 3,328 m.s.n.m.

TIPO

: CO-PRINCIPAL

PROVINCIA

: HUAMANGA

LATITUD

: 13º13'06" S

CODIGO

: 002

DISTRITO

: TAMBILLO

LONGITUD

: 74º06'22" W

OPERADOR

: GOBIERNO REGIONAL

CUENCA

: MUYURINA

REGISTRO

: 1991-2012

AÑO 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001

ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV 133.6 195.3 79.5 47.1 13.0 5.2 13.3 7.8 15.8 71.9 59.0 105.1 193.3 144.8 38.9 10.1 35.3 24.7 36.4 15.1 42.9 42.0 148.4 127.1 100.0 105.0 15.4 12.5 20.4 22.4 66.1 52.8 114.5 156.4 167.9 150.0 71.9 5.2 6.2 0.0 7.3 22.6 25.2 60.4 143.2 111.4 148.9 60.8 13.0 1.0 10.3 4.5 19.2 54.7 89.6 101.2 100.4 186.5 48.8 13.2 2.1 0.3 19.5 31.3 68.6 26.4 180.3 195.6 108.2 53.5 6.2 0.0 3.1 42.8 50.5 51.4 124.1 181.9 152.0 98.8 44.3 2.1 18.8 0.0 0.8 19.0 73.8 50.1 136.6 165.9 130.5 19.8 0.5 3.7 5.0 0.0 57.2 25.7 79.1 137.9 155.5 110.5 16.4 55.4 17.3 49.0 5.1 9.4 65.7 20.8 188.4 75.5 123.1 36.4 43.9 5.9 28.3 16.6 15.9 40.2 105.1

DIC ANUAL 46.5 687.9 55.9 744.6 192.5 977.1 126.3 799.4 83.2 739.8 82.8 681.1 135.4 951.1 75.2 716.8 96.1 720.1 94.1 737.0 80.5 759.8

2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 MEDIA

111.2 94.2 69.8 86.5 121.3 110.2 110.2 133.3 186.9 221.3 135.1 136.2

187.7 181.2 162.5 75.4 109.2 82.2 148.5 124.3 88.1 144.2 232.9 141.9

162.1 47.8 120.1 60.8 65.4 17.0 178.2 19.4 111.2 40.7 141.8 57.5 72.8 7.9 64.9 67.7 96.2 40.2 176.3 79.7 123.7 101.7 124.5 49.3

17.7 10.7 10.8 0.2 1.5 4.3 10.4 23.8 13.8 17.9 5.1 13.4

1.8 0.0 9.8 0.0 1.8 0.0 2.0 0.0 0.0 4.2 18.8 6.7

32.6 0.0 28.8 4.4 0.0 19.0 0.0 9.4 0.0 9.1 0.9 11.7

12.8 44.3 7.5 1.5 14.9 1.0 1.4 0.2 15.4 3.6 3.7 12.5

35.5 9.9 29.2 22.1 9.0 25.2 8.1 21.0 12.8 56.8 26.8 26.8

30.2 5.8 48.8 55.3 66.7 77.7 38.4 26.7 62.3 42.5 47.9 47.8

72.8 11.7 58.1 44.1 172.0 31.6 31.5 97.7 23.6 82.3 66.8 66.9

115.6 118.0 168.1 151.7 68.1 109.7 74.5 140.8 115.2 143.7 111.3 111.4

827.8 656.5 675.8 638.8 716.4 660.3 505.6 709.8 654.5 981.6 874.7 733.4 A.Y.U.M.

REGISTRO DE PRECIPITACION TOTAL MENSUAL (mm) ESTACION

: CHIARA-BELLAVISTA

: AYACUCHO

ALTITUD

: 3,599 m.s.n.m.

TIPO

: CLIMATOLOGIA ORDINARIPROVINCIA

REGION

: HUAMANGA

LATITUD

: 13°17'25,56"S

CODIGO

: 009

: CHIARA

LONGITUD

: 74°12'39,54"O

OPERADOR

: GOBIERNO REG. AYACUC CUENCA

: RIO HUATATAS

REGISTRO

: 1991-2012

DISTRITO

AÑO ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV 1991 160.9 109.3 103.7 24.7 9.9 3.9 9.3 22.7 23.8 75.4 64.6 1992 77.1 155.2 99.5 80.3 5.6 12.4 25.4 44.2 18.4 104.6 37.3 1993 133.9 113.8 140.9 85.0 18.4 8.0 12.6 16.5 39.0 64.0 94.3 1994 177.6 135.6 117.8 39.6 15.2 2.0 0.0 3.3 30.3 50.1 56.3 1995 143.0 108.5 159.3 30.0 9.7 2.5 12.2 5.4 26.0 33.4 85.0 1996 118.3 183.8 166.6 65.2 3.9 1.3 5.3 10.7 22.2 38.0 19.4 1997 147.2 124.8 72.6 41.0 6.5 1.3 11.7 42.7 39.6 42.7 78.8 1998 130.7 76.6 89.4 19.3 4.9 12.9 10.6 26.2 6.1 33.1 51.3 1999 182.2 126.8 101.6 78.5 16.4 6.0 10.2 0.0 41.5 21.2 56.7 2000 135.5 157.0 103.7 12.8 8.8 14.8 38.6 16.9 9.9 51.0 19.5 2001 186.9 92.5 127.1 31.2 38.3 6.7 19.6 20.0 12.1 25.4 103.6 2002 111.5 109.5 116.7 27.8 29.0 6.1 33.7 23.2 71.2 83.5 130.2 2003 32.9 186.8 190.1 59.7 18.6 1.2 2.0 38.5 20.1 19.2 43.0 2004 66.2 77.0 94.6 26.9 13.3 10.9 31.4 25.2 32.8 40.1 63.5 2005 154.8 87.6 138.7 50.2 16.8 1.2 8.2 20.5 39.6 124.6 44.0 2006 161.6 127.8 191.4 70.4 1.2 17.5 1.2 48.4 11.6 57.6 83.7 2007 129.9 86.4 126.8 29.2 8.2 1.2 3.7 1.2 4.5 37.5 67.7 2008 170.3 144.5 119.2 56.5 7.6 5.2 1.2 4.6 18.5 85.4 22.7 2009 167.1 183.2 121.4 82.3 22.1 1.8 14.2 1.1 3.3 45.2 107.1 2010 147.2 52.3 95.8 52.6 13.7 5.2 0.0 22.8 13.8 33.5 23.5 2011 136.5 122.0 123.6 48.2 13.8 6.8 12.0 19.0 24.0 53.0 62.6 2012 1.36.8 121.0 125.1 48.7 12.4 5.9 13.0 20.0 25.0 53.1 61.2 MEDIA 136.7 121.9 123.9 48.2 13.4 6.1 12.6 19.7 24.2 53.3 62.5

DIC ANUAL 72.2 680.4 54.3 714.3 156.4 882.8 87.0 714.8 42.1 657.1 86.6 721.3 125.2 734.1 86.2 547.3 84.4 725.5 69.7 638.2 72.5 735.9 87.3 829.7 120.0 732.1 188.9 670.8 146.5 832.7 90.1 862.5 121.1 617.4 95.1 730.7 84.7 833.5 98.4 558.8 97.0 718.5 98.8 584.2 98.4 714.2

AÑO

FEB

MAR

ABR

MAY

JUN

JUL

AGO

SEP

OCT

NOV

DIC

112.7

124.5

96.2

35.7

18.1

4.7

9.5

10.2

25.3

34.4

62.0

75.3

TAMBILLO

136.2

141.9

124.5

49.3

13.4

6.7

11.7

12.5

26.8

47.8

66.9

111.4

CHIARA

136.7

121.9

123.9

48.2

13.4

6.1

12.6

19.7

24.2

53.3

62.5

98.4

PUCALOMA

123.6

138.1

106.0

34.1

8.1

5.3

4.6

6.5

21.2

32.7

47.1

87.7

PROMEDIO

127.3

131.6

112.7

41.8

13.2

5.7

9.6

12.2

24.4

42.0

59.6

93.2

PP MEDIA MENSUAL (mm)

ENE

HUAMANGA

VARIACION TEMPORAL ESTACIONES UTILIZADAS

MESES HUAMANGA

TAMBILLO

PUCALOMA

PROMEDIO

CHIARA

ESTUDIO HIDROLOGICO E HIDRAULICO

ANALISIS DE CONSISTENCIA DE DATOS PROYECTO

: MEJORAMIENTO Y CREACIÓN DEL SISTEMA DRENAJE PLUVIAL DE LA AV. CARMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

UBICACIÓN ELABORADO

: DISTRITO DE CARMEN ALTO - HUAMANGA - AYACUCHO : AYUM

1.0 DATOS DE PECIPITACION ANUAL Y ACUMULADA AÑO 1991

ESTACION

ESTACION

ESTACION

ESTACION

HUAMANGA

TAMBILLO

CHIARA-BELLAVISTA

:FICTICIA

PP ANUAL PP ACUM PP ANUAL PP ACUM PP ANUAL PP ACUM PP PROM PP ACUM 518.40 518.40 687.94 687.94 680.43 680.43 628.92 628.92 381.80

900.20

744.57

1,432.51

714.29

1,394.71

613.55

1,242.47

1993

639.00

1,539.20

977.12

2,409.63

882.80

2,277.51

832.97

2,075.45

1994

570.00

2,109.20

799.40

3,209.03

714.80

2,992.31

694.73

2,770.18

1995

617.90

2,727.10

739.80

3,948.83

657.10

3,649.41

671.60

3,441.78

1996

491.80

3,218.90

681.10

4,629.93

721.30

4,370.71

631.40

4,073.18

1997

626.10

3,845.00

951.10

5,581.03

734.10

5,104.81

770.43

4,843.61

1998

482.80

4,327.80

716.80

6,297.83

547.30

5,652.11

582.30

5,425.91

1999

600.40

4,928.20

720.10

7,017.93

725.45

6,377.57

681.98

6,107.90

2000

720.20

5,648.40

736.99

7,754.92

638.18

7,015.74

698.46

6,806.35

2001

620.50

6,268.90

759.82

8,514.74

735.93

7,751.68

705.42

7,511.77

2002

523.80

6,792.70

827.84

9,342.57

829.65

8,581.33

727.10

8,238.87

2003

783.70

7,576.40

656.52

9,999.09

732.07

9,313.40

724.10

8,962.96

2004

667.40

8,243.80

675.80

10,674.89

670.78

9,984.18

671.33

9,634.29

2005

465.30

8,709.10

638.80

11,313.69

832.73

10,816.91

645.61

10,279.90

2006

600.30

9,309.40

716.35

12,030.04

862.51

11,679.42

726.39

11,006.28

2007

584.70

9,894.10

660.27

12,690.31

617.39

12,296.80

620.79

11,627.07

2008

767.48

10,661.58

505.59

13,195.90

730.68

13,027.49

667.92

12,294.99

2009

680.50

11,342.08

709.80

13,905.70

833.50

13,860.99

741.27

13,036.26

2010

606.39

11,948.47

654.50

14,560.20

558.80

14,419.79

606.56

13,642.82

2011

739.20

12,687.67

981.60

15,541.80

718.50

15,138.29

813.10

14,455.92

2012

608.50

13,296.17

874.70

16,416.50

584.20

15,722.49

689.13

15,145.05

P P AC U M U L A D A C / ESTAC IO N ( m m )

1992

2.0 ANALISIS DE SALTO Y QUIEBRE

DIAGRAMA DE DOBLE MASA 20,500.00 18,500.00 16,500.00 14,500.00 12,500.00 10,500.00 8,500.00 6,500.00 4,500.00 2,500.00 500.00 -1,500.00

PP ACUMULADA FICTICIA (mm)

HUAMANGA

TAMBI LLO

CHI ARA-BELLAVISTA

:FI CTI CI A

18,500.00 16,500.00 14,500.00 12,500.00 10,500.00 8,500.00 6,500.00 4,500.00 2,500.00 500.00 -1,500.00

PP ACUMULADA FICTICIA (mm)

HUAMANGA

TAMBI LLO

CHI ARA-BELLAVISTA

:FI CTI CI A

3.0 CONCLUSION: LOS QUIEBRES (E. M. HUAMANGA) SON MINIMAS Y SON CONSISTENTE POR LO QUE NO REQUIERE LA CORRECCION

A.Y.U.M.

REGISTRO DE PRECIPITACION MAXIMA EN 24 Hr (mm) ESTACION TIPO CODIGO ESTADO

AÑO

1964 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

: HUANTA -SENAHMI : CO : 666 : OPERATIVO

ENE

7.9 24.4 14.0 7.2 13.4 14.9 28.7 13.5 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 21.0 8.2 21.1

FEB

24.3 28.0 12.1 23.8 16.0 8.5 11.8 16.6 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 22.0 19.8 26.1

MAR

15.0 27.7 8.9 16.6 14.8 24.2 10.6 10.1 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 24.0 20.0 29.1

REGION PROVINCIA DISTRITO CUENCA

ABR

10.0 6.8 7.3 7.9 3.8 18.3 11.5 7.2 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 18.7 8.9 12.1

MAY

23.0 2.9 21.0 12.3 0.9 0.0 0.0 0.4 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 15.2 5.2 4.0

: AYACUCHO : HUANTA : HUANTA : RAZUHUILLCA-HUANTA

JUN

0.0 0.0 0.0 0.3 1.7 3.3 0.0 1.6 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 26.0 1.4 2.1

JUL

0.8 8.0 4.5 9.4 3.0 6.5 0.8 1.9 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 12.0 13.1 0.0

AGO

3.7 1.0 3.6 8.3 21.0 3.9 3.0 7.1 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 11.7 7.8 7.8

ALTITUD LATITUD LONGITUD REGISTRO

SEP

14.1 13.3 8.7 4.8 2.2 6.5 8.0 0.7 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 10.0 8.2 8.0

OCT

11.2 23.7 20.3 9.7 21.4 14.6 11.5 7.1 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 5.5 10.8 7.8

: 2628 m.s.n.m. : 12º56'51" S : 74º15'00" W : 1965-ACTUAL

NOV

18.1 18.4 9.2 15.4 6.8 8.5 10.6 7.1 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 12.1 22.7 10.1

DIC

16.2 27.2 9.7 10.3 18.4 16.7 8.5 22.4 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 11.4 22.7 32.5

MAX

24.3 28.0 21.0 23.8 21.4 24.2 28.7 22.4 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 26.0 22.7 32.5

2004 2005 2006 2007 2008 2009 2010 Max.24

11.0 17.1 28.1 18.4 10.1 19.5 27.5 28.7

25.2 25.1 16.3 16.0 20.8 21.1 15.5 28.0

15.6 55.1 9.2 24.7 7.0 13.1 13.4 55.1

3.1 8.0 20.2 4.0 10.3 20.7

4.9 5.1 0.0 4.1 10.0 8.8

4.0 0.0 5.0 0.0 6.0 0.0

10.1 4.0 0.0 4.0 0.0 2.2

9.0 0.0 2.0 1.0 0.0 4.7

14.1 1.1 7.0 2.0 2.2 3.7

7.0 10.1 8.2 25.0 9.8 8.6

8.4 13.1 10.0 11.1 7.5 22.2

20.7

23.0

26.0

13.1

21.0

14.1

25.0

22.7

16.0 16.1 11.2 18.0 23.0 14.0

25.2 55.1 28.1 25.0 23.0 22.2 27.5 32.5 55.1

Ayum

REGISTRO DE PRECIPITACION MAXIMA EN 24 HORAS (mm) ESTACION TIPO CODIGO CONFIDENC

AÑO 1964 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

: LURICOCHA : PLUVIOMETRICA : 6209 : OTOYA GONZALES

ENE 14.2 15.6 9.9 8.0 20.8 2.1 8.5 17.2 7.1 30.8 19.4 17.5 15.4 24.6 10.8 17.3 9.9 20.1 28.7 32.4 S/D S/D S/D S/D 17.4 31.5 17.4 17.4 13.7 26.0

REGION PROVINCIA DISTRITO OPERADOR

FEB MAR ABR MAY 12.0 21.4 9.9 10.7 18.2 16.0 9.8 6.3 20.0 15.3 6.4 8.5 7.2 7.2 20.2 7.6 12.0 18.0 3.1 1.1 6.3 7.4 4.1 3.1 6.6 5.1 4.1 3.1 21.9 11.6 15.3 3.2 7.8 13.8 12.1 3.6 22.1 19.2 19.5 3.1 27.4 11.3 7.5 0.0 14.2 10.4 4.6 7.8 25.1 20.2 20.1 6.2 20.1 32.9 7.1 6.1 21.6 13.6 17.2 4.2 12.8 20.1 10.0 8.2 S/D 10.2 14.9 10.9 20.7 13.7 29.5 23.0 44.4 13.8 10.1 0.0 10.2 31.9 20.5 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 18.5 15.2 S/D S/D 10.5 31.3 9.2 10.5 13.7 9.4 16.4 8.1 7.9 15.9 7.2 4.7 10.0 8.9 7.9 0.0 31.0 10.0 7.3 5.0

JUN 0.0 0.0 7.5 2.6 0.0 3.2 0.5 3.2 1.8 6.2 4.2 0.0 3.0 0.0 8.1 0.0 4.2 1.2 6.2 17.3 S/D S/D S/D S/D 7.2 2.3 11.1 9.9 4.8 6.0

: AYACUCHO : HUANTA : LURICOCHA : SENAMHI

JUL AGO 0.0 0.0 8.0 0.0 3.4 9.1 6.1 4.1 4.9 3.1 3.1 2.1 7.2 3.1 6.0 6.0 4.3 4.3 12.7 12.7 8.5 8.5 3.4 3.4 0.0 0.0 2.5 2.5 0.0 0.0 S/D 0.0 5.1 2.3 0.0 4.1 S/D 10.2 7.4 4.2 S/D S/D S/D S/D S/D S/D S/D S/D 7.4 5.1 0.0 12.2 3.1 9.6 2.4 0.0 6.2 S/D 4.2 6.9

ALTITUD LATITUD LONGITUD REGISTRO

: 2,580 msnm : 12º54'00" S : 74º16'00" W : 1963-1997

SEP OCT NOV 16.0 11.5 13.0 9.9 19.4 9.9 9.3 30.7 8.6 23.2 4.2 6.5 3.4 12.1 26.1 2.1 2.1 12.1 9.8 23.6 6.0 0.0 8.1 8.2 4.2 8.7 8.3 10.6 7.9 19.4 6.7 8.2 0.0 8.2 8.6 9.6 29.3 18.2 6.1 6.2 9.8 17.7 7.1 8.7 12.5 10.8 5.3 15.1 10.8 14.9 10.1 30.1 28.3 28.3 5.7 18.7 20.1 14.2 9.2 10.4 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 12.8 8.2 9.2 23.4 13.7 8.2 10.1 9.9 18.6 19.3 6.9 14.2 5.2 12.2 16.6 11.1 15.1 11.1

DIC 15.9 18.8 8.0 10.3 4.2 9.8 22.9 38.6 12.0 23.2 15.4 30.6 34.3 8.2 11.4 14.7 13.6 18.6 10.1 8.2 S/D S/D S/D S/D 8.7 7.2 15.3 10.1 8.3 15.3

MAX 21.4 19.4 30.7 23.2 26.1 12.1 23.6 38.6 13.8 30.8 27.4 30.6 34.3 32.9 21.6 20.1 14.9 30.1 44.4 32.4 S/D S/D S/D S/D 18.5 31.5 18.6 19.3 16.6 31.0

1994 1995 1996 1997 MAX

25.8 29.3 18.2 26.3 32.4

14.8 14.3 11.2 24.5 44.4

16.1 21.0 17.2 19.3 32.9

12.3 5.2 19.1 27.6 29.5

4.2 7.8 3.5 1.7 23.0

2.8 2.3 1.8 1.3 17.3

0.0 6.7 0.0 S/D 12.7

S/D S/D 2.0 4.9 12.7

5.5 3.8 3.8 12.1 30.1

6.2 13.5 8.2 6.9 30.7

13.3 19.1 9.8 S/D 28.3

13.8 12.0 30.4 S/D 40.3

25.8 29.3 30.4 27.6 44.4

REGISTRO DE PRECIPITACION MAXIMA EN 24 HR (mm) ESTACION TIPO CODIGO OPERADOR

AÑO 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 Max.

: HUANTA-GRA : CO : 026 : GOBIERNO REGIONAL

REGION PROVINCIA DISTRITO CUENCA

: AYACUCHO : HUANTA : HUANTA : RAZUHUILLCA-HUANTA

ALTITUD LATITUD LONGITUD REGISTRO

: 2726 m.s.n.m. : 12º56'51" S : 74º14'00" W : 1991-2017

ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC Max.24 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 13.0 19.0 19.0 26.5 19.7 25.3 15.6 22.0 6.3 13.4 9.1 12.7 10.3 15.1 21.0 26.5 30.0 31.7 24.5 27.7 22.0 6.3 9.3 8.7 11.4 11.7 20.7 19.1 31.7 29.6 31.7 22.5 27.7 11.9 5.2 9.3 8.4 13.6 10.6 25.4 20.1 31.7 27.7 51.6 22.9 20.7 17.6 4.8 10.4 8.1 10.8 11.3 26.7 20.2 51.6 26.4 29.5 25.8 26.2 17.3 4.7 7.2 9.9 12.8 14.9 19.2 21.5 29.5 30.6 38.7 21.3 27.7 26.5 3.2 5.2 10.0 9.2 12.3 23.8 19.5 38.7 35.4 39.7 21.8 34.3 8.6 7.8 5.2 9.3 10.1 12.8 30.2 17.4 39.7 28.8 39.7 24.4 42.6 22.0 6.3 13.4 8.9 3.9 10.8 15.1 21.2 42.6 30.8 33.0 23.0 17.5 35.3 5.8 12.0 8.8 11.2 12.7 18.8 20.7 35.3 21.0 22.0 24.0 18.7 15.2 26.0 12.0 11.7 10.0 5.5 12.1 11.4 26.0 8.2 19.8 20.0 8.9 5.2 1.4 13.1 7.8 8.2 10.8 22.7 22.7 22.7 21.1 26.1 29.1 12.1 4.0 2.1 0.0 7.8 8.0 7.8 10.1 32.5 32.5 11.0 25.2 15.6 3.1 4.9 4.0 10.1 9.0 14.1 7.0 8.4 16.0 25.2 17.1 25.1 55.1 8.0 5.1 0.0 4.0 0.0 1.1 10.1 13.1 16.1 55.1 28.1 16.3 9.2 20.2 0.0 5.0 0.0 2.0 7.0 8.2 10.0 11.2 28.1 18.4 16.0 24.7 4.0 4.1 0.0 4.0 1.0 2.0 25.0 11.1 18.0 25.0 10.8 20.8 24.2 19.7 13.9 5.6 8.0 7.5 9.1 11.4 17.7 19.3 24.2 23.4 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 23.4 19.5 15.5 13.4 10.7 1.1 0.0 0.0 1.2 6.7 7.2 S/D S/D 19.5 17.5 28.7 10.7 11.0 9.1 0.0 2.0 8.3 11.0 19.1 21.4 10.2 28.7 11.4 19.8 17.8 24.8 3.0 8.0 2.5 2.8 20.3 10.2 19.0 16.8 24.8 24.2 27.1 14.3 33.4 2.2 1.6 1.0 34.1 7.1 21.6 S/D S/D 34.1 18.0 23.4 12.4 6.6 3.2 1.0 4.0 4.0 7.0 17.1 19.0 21.5 23.4 17.0 13.0 20.0 8.9 0.0 10.0 11.5 17.2 2.1 13.0 12.1 36.1 36.1 13.1 24.1 14.1 10.1 4.1 10.0 3.1 17.2 15.1 13.0 8.1 15.0 24.1 21.2 25.9 27.7 13.4 5.5 0.0 0.0 6.9 6.2 15.9 18.3 9.2 27.7 35.4 51.6 55.1 42.6 35.3 26.0 13.4 34.1 20.3 25.0 30.2 36.1 55.1

*** FUENTE: OFICINA CENTRAL DE HIDROMETEOROLOGIA GRA - EX PERC *** REGISTROS SIN CONTROL DE CALIDAD *** RESPONSABLE: ANGEL Y. URBANO MARTINEZ - "AYUM"

TR 10000 2000 1000 200 100 50 25 20 15 10 5 3 2 1.4286 1.25 1.1111 1.0526 1.0204 1.0101 1.005 1.001 1.0005 1.0001

q 0.9999 0.9995 0.999 0.995 0.99 0.98 0.96 0.95 0.9333 0.9 0.8 0.6667 0.5 0.3 0.2 0.1 0.05 0.02 0.01 0.005 0.001 0.0005 0.0001

Pmax 60 56.5 54.8 50.5 48.5 46.2 43.7 42.8 41.6 39.8 36.1 32.7 29.1 24.7 22.1 18.4 15.4 12 9.72 7.64 3.36 1.69 -1.87

stan 3.34 3.01 2.85 2.47 2.28 2.09 1.89 1.82 1.73 1.6 1.37 1.23 1.18 1.26 1.37 1.6 1.82 2.09 2.28 2.47 2.85 3.01 3.34

intevalo 53.5 - 66.6 50.6 - 62.4 49.2 - 60.4 45.7 - 55.4 44.0 - 52.9 42.1 - 50.3 40.0 - 47.4 39.2 - 46.3 38.2 - 45.0 36.6 - 42.9 33.4 - 38.8 30.3 - 35.1 26.8 - 31.4 22.3 - 27.2 19.4 - 24.8 15.3 - 21.5 11.8 - 19.0 7.89 - 16.1 5.24 - 14.2 2.81 - 12.5 -11.19 -11.79 -13.11

A= S= Pmax C=

28.8 0.14 48.5 0.29

Qmax=

11.5039269

NC= pmax Q= tc= Qmax=

80 48.5 12.9067472 1.06118612 16.8135326

km2 m/m mm

m3/s

2880 has 143.8

ESTUDIO HIDROLOGICO E HIDRAULICO PRECIPITACIONES MAXIMAS EN 24 HORAS PROYECTO UBICACIÓN ELABORADO

AÑO

1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006

: AYUM

ESTACIONES METEOROLOGICAS HUANTA SENAMHI LURICOCHA HUANTA GRA

24.3 28.0 21.0 23.8 21.4 24.2 28.7 22.4 S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 26.0 22.7 32.5 25.2 55.1 28.1

21.4 19.4 30.7 23.2 26.1 12.1 23.6 38.6 13.8 30.8 27.4 30.6 34.3 32.9 21.6 20.1 14.9 30.1 44.4 32.4 18.5 31.5 18.6 19.3 16.6 31.0 25.8 29.3 30.4 27.6 S/D S/D S/D S/D S/D S/D S/D S/D S/D

S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D 19.0 26.5 31.7 31.7 51.6 29.5 38.7 39.7 42.6 35.3 26.0 22.7 32.5 25.2 55.1 28.1

DATO Ppmax

24.3 28.0 30.7 23.8 26.1 24.2 28.7 38.6 13.8 30.8 27.4 30.6 34.3 32.9 21.6 20.1 14.9 30.1 44.4 32.4 18.5 31.5 18.6 19.3 26.5 31.7 31.7 51.6 30.4 38.7 39.7 42.6 35.3 26.0 22.7 32.5 25.2 55.1 28.1

1 2 3 4 5 6 7 8 9 10 11 12 13 14

2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017

25.0 23.0 22.2 S/D S/D S/D S/D S/D S/D S/D S/D

S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D S/D

25.0 24.2 23.4 19.5 28.7 24.8 34.1 23.4 36.1 24.1 27.7

25.0 24.2 23.4 19.5 28.7 24.8 34.1 23.4 36.1 24.1 27.7

15 16 17 18 19 20 21 22 23 24 25

24.3 28 30.7 23.8 26.1 24.2 28.7 38.6 13.8 30.8 27.4 30.6 34.3 32.9 21.6 20.1 14.9 30.1 44.4 32.4 18.5 31.5 18.6 19.3 26.4715023 31.66276322 31.66276322 51.5584279 30.4 38.73468194 39.67760444 42.60126064 35.3153084 26 22.7 32.5 25.2 55.12 28.12

1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 1988 1989 1990 1991 1992 1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006

25.02 24.1990574 23.4 19.5 28.7 24.8 34.1 23.4 36.1 24.08 27.7

2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017

SISTEMA DE DRENAJE PLUVIAL

AVENIDA, JIRON O CALLE

PROGRESIVAS INICIO FINAL

LONGITUD UNIDAD (m)

SIST. DRENAJE N° 01

AV. CARMEN ALTO

0+000

0+710

710.00

M

SIST. DRENAJE N° 02

AV. PERU

0+000

0+753

754.00

M

SIST. DRENAJE N° 03

JR. LLUCHALLUCHA

0+000

0+187

187.00

M

SIST. DRENAJE N° 04

AV. MARISCAL CAC.

0+000

0+045

45.00

M

SIST. DRENAJE N° 05

JR. TAHUANTINSUYO

0+000

0+210

210.00

M

SIST. DRENAJE N° 06

JR. CANGALLO

0+000

0+577

577.00

M

MICROCUENCA

AVENIDA O JIRON

AREA DE DRENAJE (m2)

(km2)

PERIMETRO (m)

LONGITUD

(km)

(m)

(km)

AREA DE DRENAJE 01

AV. CARMEN ALTO

###

28.80

27500.00

27.50

710.00

0.710

AREA DE DRENAJE 02

AV. PERU

150000.0

0.15

2100.00

2.10

754.00

0.754

AREA DE DRENAJE 03

JR. LLUCHALLUCHA

150000.0

0.15

1210.00

1.21

187.00

0.187

AREA DE DRENAJE 04

AV. MARISCAL CAC.

90000.0

0.09

760.00

0.76

45.00

0.045

AREA DE DRENAJE 05

JR. TAHUANTINSUYO

180000.0

0.18

1370.00

1.37

210.00

0.210

AREA DE DRENAJE 06

JR. CANGALLO

430000.0

0.43

2760.00

2.76

577.00

0.577

CARACTERIZACION GEOMORFOLOGICA AREA DE DRENAJE AV. CARMEN ALTO ITEM

PARAMETRO GEOMORFOLOGICO

SIMBOLO

1.01

1.06

Area de la cuenca de drenaje Perimetro de la Cuenca de drenaje Longitud del drenaje Coef. de Compac. ó Indice de Gravelious Pendiente de la via drenaje pluvial Pendiente de la via drenaje pluvial

= = = = = =

1.07

Tiempo de Concentración: Metodo de Kirpich

A P L Kc S Sc Tc1

=

0.873 Hr

1.08

Tiempo de Concentración: Metodo de Temez

Tc2

=

1.249 Hr

1.09

Tiempo de Concentración: Promedio Tiempo de Concentración: Promedio

Tc Tc

= =

1.061 Hr 63.67 minutos

1.02 1.03 1.04 1.05

1.10

S=H/L H= L= s= s=

VALOR

UNIDAD

28.800 Km2 27.500 Km 10.800 Km 1.446 Adim 14.38 % 0.144 m/m

4146 2592 1554 10800 0.1438889 m/m 14.388889

CARACTERIZACION GEOMORFOLOGICA AREA DE DRENAJE AV. PERU ITEM

PARAMETRO GEOMORFOLOGICO

SIMBOLO

2.01

2.06

Area de la cuenca de drenaje Perimetro de la Cuenca de drenaje Longitud del drenaje Coef. de Compac. ó Indice de Gravelious Pendiente de la via drenaje pluvial Pendiente de la via drenaje pluvial

= = = = = =

0.150 Km2 2.100 Km 0.745 Km 1.530 Adim 7.50 % 0.075 m/m

2.07

Tiempo de Concentración: Metodo de Kirpich

A P L Kc S Sc Tc1

=

0.143 Hr

2.08

Tiempo de Concentración: Metodo de Temez

Tc2

=

0.199 Hr

2.09

Tiempo de Concentración: Promedio Tiempo de Concentración: Promedio

Tc Tc

= =

0.171 Hr 10.28 minutos

2.02 2.03 2.04 2.05

2.10

VALOR

UNIDAD

CARACTERIZACION GEOMORFOLOGICA AREA DE DRENAJE JR. LLUCHALLUCHA ITEM

PARAMETRO GEOMORFOLOGICO

SIMBOLO

3.01

3.06

Area de la cuenca de drenaje Perimetro de la Cuenca de drenaje Longitud del drenaje Coef. de Compac. ó Indice de Gravelious Pendiente de la via drenaje pluvial Pendiente de la via drenaje pluvial

= = = = = =

0.150 Km2 1.210 Km 0.500 Km 0.881 Adim 11.00 % 0.110 m/m

3.07

Tiempo de Concentración: Metodo de Kirpich

A P L Kc S Sc Tc1

=

0.091 Hr

3.08

Tiempo de Concentración: Metodo de Temez

Tc2

=

0.134 Hr

3.09

Tiempo de Concentración: Promedio Tiempo de Concentración: Promedio

Tc Tc

= =

0.112 Hr 6.74 minutos

3.02 3.03 3.04 3.05

3.10

VALOR

UNIDAD

CARACTERIZACION GEOMORFOLOGICA AREA DE DRENAJE AV. MARISCAL CACERES ITEM

PARAMETRO GEOMORFOLOGICO

SIMBOLO

4.01

4.06

Area de la cuenca de drenaje Perimetro de la Cuenca de drenaje Longitud del drenaje Coef. de Compac. ó Indice de Gravelious Pendiente de la via drenaje pluvial Pendiente de la via drenaje pluvial

= = = = = =

0.090 Km2 0.760 Km 0.500 Km 0.715 Adim 13.00 % 0.130 m/m

4.07

Tiempo de Concentración: Metodo de Kirpich

A P L Kc S Sc Tc1

=

0.085 Hr

4.08

Tiempo de Concentración: Metodo de Temez

Tc2

=

0.128 Hr

4.09

Tiempo de Concentración: Promedio Tiempo de Concentración: Promedio

Tc Tc

= =

0.107 Hr 6.40 minutos

4.02 4.03 4.04 4.05

4.10

VALOR

UNIDAD

CARACTERIZACION GEOMORFOLOGICA AREA DE DRENAJE JR. TAHUANTINSUYO ITEM

PARAMETRO GEOMORFOLOGICO

SIMBOLO

VALOR

UNIDAD

6.01

6.06

Area de la cuenca de drenaje Perimetro de la Cuenca de drenaje Longitud del drenaje Coef. de Compac. ó Indice de Gravelious Pendiente de la via drenaje pluvial Pendiente de la via drenaje pluvial

= = = = = =

0.180 Km2 1.370 Km 0.480 Km 0.911 Adim 11.50 % 0.115 m/m

6.07

Tiempo de Concentración: Metodo de Kirpich

A P L Kc S Sc Tc1

=

0.087 Hr

6.08

Tiempo de Concentración: Metodo de Temez

Tc2

=

0.128 Hr

6.09

Tiempo de Concentración: Promedio Tiempo de Concentración: Promedio

Tc Tc

= =

0.107 Hr 6.44 minutos

6.02 6.03 6.04 6.05

6.10

CARACTERIZACION GEOMORFOLOGICA AREA DE DRENAJE JR. CANGALLO ITEM

PARAMETRO GEOMORFOLOGICO

SIMBOLO

VALOR

UNIDAD

5.01

5.06

Area de la cuenca de drenaje Perimetro de la Cuenca de drenaje Longitud del drenaje Coef. de Compac. ó Indice de Gravelious Pendiente de la via drenaje pluvial Pendiente de la via drenaje pluvial

= = = = = =

0.430 Km2 2.760 Km 0.577 Km 1.187 Adim 11.40 % 0.114 m/m

5.07

Tiempo de Concentración: Metodo de Kirpich

A P L Kc S Sc Tc1

=

0.100 Hr

5.08

Tiempo de Concentración: Metodo de Temez

Tc2

=

0.148 Hr

5.09

Tiempo de Concentración: Promedio Tiempo de Concentración: Promedio

Tc Tc

= =

0.124 Hr 7.43 minutos

5.02 5.03 5.04 5.05

5.10

SISTEMA DE DRANJE PLUVIAL

AVENIDA, JIRON O CALLE

AREA

PERIMETRO

Tc = DURACION

(km2)

(km)

(Hora)

(minuto)

SIST. DRENAJE N° 01

AV. CARMEN ALTO

28.80

27.50

1.061

63.67

SIST. DRENAJE N° 02

AV. PERU

0.15

2.10

0.171

10.28

SIST. DRENAJE N° 06

JR. LLUCHALLUCHA

0.15

1.21

0.112

6.74

SIST. DRENAJE N° 03

AV. MARISCAL CAC.

0.09

0.76

0.107

6.40

SIST. DRENAJE N° 05

JR. TAHUANTINSUYO

0.18

1.37

0.107

6.44

SIST. DRENAJE N° 04

JR. CANGALLO

0.43

2.76

0.124

7.43

AÑO 1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 Err:509 Err:509 Err:509 Err:509 1988 1989 1990 1991 1992

1 0.25 6.1 7.0 7.7 6.0 6.5 6.1 7.2 9.7 3.5 7.7 6.9 7.7 8.6 8.2 5.4 5.0 3.7 7.5 11.1 8.1 Err:509 Err:509 Err:509 Err:509 4.6 7.9 4.7 4.8 6.6

2 0.31 7.5 8.7 9.5 7.4 8.1 7.5 8.9 12.0 4.3 9.5 8.5 9.5 10.6 10.2 6.7 6.2 4.6 9.3 13.8 10.0 Err:509 Err:509 Err:509 Err:509 5.7 9.8 5.8 6.0 8.2

3 0.38 9.2 10.6 11.7 9.0 9.9 9.2 10.9 14.7 5.2 11.7 10.4 11.6 13.0 12.5 8.2 7.6 5.7 11.4 16.9 12.3 Err:509 Err:509 Err:509 Err:509 7.0 12.0 7.1 7.3 10.1

4 0.44 10.7 12.3 13.5 10.5 11.5 10.6 12.6 17.0 6.1 13.6 12.1 13.5 15.1 14.5 9.5 8.8 6.6 13.2 19.5 14.3 Err:509 Err:509 Err:509 Err:509 8.1 13.9 8.2 8.5 11.6

5 0.50 12.2 14.0 15.4 11.9 13.1 12.1 14.4 19.3 6.9 15.4 13.7 15.3 17.2 16.5 10.8 10.1 7.5 15.1 22.2 16.2 Err:509 Err:509 Err:509 Err:509 9.3 15.8 9.3 9.7 13.2

PRECIPITACIONES MAXIMAS (mm) 6 8 10 12 14 0.56 0.64 0.73 0.79 0.83 13.6 15.6 17.7 19.2 20.2 15.7 17.9 20.4 22.1 23.2 17.2 19.6 22.4 24.3 25.5 13.3 15.2 17.4 18.8 19.8 14.6 16.7 19.1 20.6 21.7 13.6 15.5 17.7 19.1 20.1 16.1 18.4 21.0 22.7 23.8 21.6 24.7 28.2 30.5 32.0 7.7 8.8 10.1 10.9 11.5 17.2 19.7 22.5 24.3 25.6 15.3 17.5 20.0 21.6 22.7 17.1 19.6 22.3 24.2 25.4 19.2 22.0 25.0 27.1 28.5 18.4 21.1 24.0 26.0 27.3 12.1 13.8 15.8 17.1 17.9 11.3 12.9 14.7 15.9 16.7 8.3 9.5 10.9 11.8 12.4 16.9 19.3 22.0 23.8 25.0 24.9 28.4 32.4 35.1 36.9 18.1 20.7 23.7 25.6 26.9 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 10.4 11.8 13.5 14.6 15.4 17.6 20.2 23.0 24.9 26.1 10.4 11.9 13.6 14.7 15.4 10.8 12.4 14.1 15.2 16.0 14.8 16.9 19.3 20.9 22.0

16 0.87 21.1 24.4 26.7 20.7 22.7 21.1 25.0 33.6 12.0 26.8 23.8 26.6 29.8 28.6 18.8 17.5 13.0 26.2 38.6 28.2 Err:509 Err:509 Err:509 Err:509 16.1 27.4 16.2 16.8 23.0

18 0.90 21.9 25.2 27.6 21.4 23.5 21.8 25.8 34.7 12.4 27.7 24.7 27.5 30.9 29.6 19.4 18.1 13.4 27.1 40.0 29.2 Err:509 Err:509 Err:509 Err:509 16.7 28.4 16.7 17.4 23.8

20 0.93 22.6 26.0 28.6 22.1 24.3 22.5 26.7 35.9 12.8 28.6 25.5 28.5 31.9 30.6 20.1 18.7 13.9 28.0 41.3 30.1 Err:509 Err:509 Err:509 Err:509 17.2 29.3 17.3 17.9 24.6

22 0.97 23.6 27.2 29.8 23.1 25.3 23.5 27.8 37.4 13.4 29.9 26.6 29.7 33.3 31.9 21.0 19.5 14.5 29.2 43.1 31.4 Err:509 Err:509 Err:509 Err:509 17.9 30.6 18.0 18.7 25.7

24H 1.00 24.3 28.0 30.7 23.8 26.1 24.2 28.7 38.6 13.8 30.8 27.4 30.6 34.3 32.9 21.6 20.1 14.9 30.1 44.4 32.4 Err:509 Err:509 Err:509 Err:509 18.5 31.5 18.6 19.3 26.5

1993 1994 1995 1996 1997 1998 1999 2000 2001 2002 2003 2004 2005 2006 N X S

7.9 9.8 12.0 13.9 15.8 17.7 20.3 23.1 25.0 26.3 27.5 28.5 29.4 30.7 31.7 7.9 9.8 12.0 13.9 15.8 17.7 20.3 23.1 25.0 26.3 27.5 28.5 29.4 30.7 31.7 12.9 16.0 19.6 22.7 25.8 28.9 33.0 37.6 40.7 42.8 44.9 46.4 47.9 50.0 51.6 7.6 9.4 11.6 13.4 15.2 17.0 19.5 22.2 24.0 25.2 26.4 27.4 28.3 29.5 30.4 9.7 12.0 14.7 17.0 19.4 21.7 24.8 28.3 30.6 32.1 33.7 34.9 36.0 37.6 38.7 9.9 12.3 15.1 17.5 19.8 22.2 25.4 29.0 31.3 32.9 34.5 35.7 36.9 38.5 39.7 10.7 13.2 16.2 18.7 21.3 23.9 27.3 31.1 33.7 35.4 37.1 38.3 39.6 41.3 42.6 8.8 10.9 13.4 15.5 17.7 19.8 22.6 25.8 27.9 29.3 30.7 31.8 32.8 34.3 35.3 6.5 8.1 9.9 11.4 13.0 14.6 16.6 19.0 20.5 21.6 22.6 23.4 24.2 25.2 26.0 5.7 7.0 8.6 10.0 11.4 12.7 14.5 16.6 17.9 18.8 19.7 20.4 21.1 22.0 22.7 8.1 10.1 12.4 14.3 16.3 18.2 20.8 23.7 25.7 27.0 28.3 29.3 30.2 31.5 32.5 6.3 7.8 9.6 11.1 12.6 14.1 16.1 18.4 19.9 20.9 21.9 22.7 23.4 24.4 25.2 13.8 17.1 20.9 24.3 27.6 30.9 35.3 40.2 43.5 45.7 48.0 49.6 51.3 53.5 55.1 7.0 8.7 10.7 12.4 14.1 15.7 18.0 20.5 22.2 23.3 24.5 25.3 26.2 27.3 28.1 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

α

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

β

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

TR (AÑOS)

25 25 50 100

1

2

3

4

5

6

8

10

12

14

16

18

20

22

24H

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

DESV.EST

TR (AÑOS)

AÑO

1

2

3

4

5

6

1964 1965 1966 1967 1968 1969 1970 1971 1972 1973 1974 1975 1976 1977 1978 1979 1980 1981 1982 1983 Err:509 Err:509 Err:509 Err:509 1988 1989 1990 1991 1992

6.1 7.0 7.7 6.0 6.5 6.1 7.2 9.7 3.5 7.7 6.9 7.7 8.6 8.2 5.4 5.0 3.7 7.5 11.1 8.1 Err:509 Err:509 Err:509 Err:509 4.6 7.9 4.7 4.8 6.6

3.8 4.3 4.8 3.7 4.0 3.8 4.4 6.0 2.1 4.8 4.2 4.7 5.3 5.1 3.3 3.1 2.3 4.7 6.9 5.0 Err:509 Err:509 Err:509 Err:509 2.9 4.9 2.9 3.0 4.1

3.1 3.5 3.9 3.0 3.3 3.1 3.6 4.9 1.7 3.9 3.5 3.9 4.3 4.2 2.7 2.5 1.9 3.8 5.6 4.1 Err:509 Err:509 Err:509 Err:509 2.3 4.0 2.4 2.4 3.4

2.7 3.1 3.4 2.6 2.9 2.7 3.2 4.2 1.5 3.4 3.0 3.4 3.8 3.6 2.4 2.2 1.6 3.3 4.9 3.6 Err:509 Err:509 Err:509 Err:509 2.0 3.5 2.0 2.1 2.9

2.4 2.8 3.1 2.4 2.6 2.4 2.9 3.9 1.4 3.1 2.7 3.1 3.4 3.3 2.2 2.0 1.5 3.0 4.4 3.2 Err:509 Err:509 Err:509 Err:509 1.9 3.2 1.9 1.9 2.6

2.3 2.6 2.9 2.2 2.4 2.3 2.7 3.6 1.3 2.9 2.6 2.9 3.2 3.1 2.0 1.9 1.4 2.8 4.1 3.0 Err:509 Err:509 Err:509 Err:509 1.7 2.9 1.7 1.8 2.5

Imaxima (mm/h) 8 10 12 1.9 2.2 2.5 1.9 2.1 1.9 2.3 3.1 1.1 2.5 2.2 2.4 2.7 2.6 1.7 1.6 1.2 2.4 3.6 2.6 Err:509 Err:509 Err:509 Err:509 1.5 2.5 1.5 1.5 2.1

1.8 2.0 2.2 1.7 1.9 1.8 2.1 2.8 1.0 2.2 2.0 2.2 2.5 2.4 1.6 1.5 1.1 2.2 3.2 2.4 Err:509 Err:509 Err:509 Err:509 1.4 2.3 1.4 1.4 1.9

1.6 1.8 2.0 1.6 1.7 1.6 1.9 2.5 0.9 2.0 1.8 2.0 2.3 2.2 1.4 1.3 1.0 2.0 2.9 2.1 Err:509 Err:509 Err:509 Err:509 1.2 2.1 1.2 1.3 1.7

14

16

18

20

22

24H

1.4 1.7 1.8 1.4 1.5 1.4 1.7 2.3 0.8 1.8 1.6 1.8 2.0 2.0 1.3 1.2 0.9 1.8 2.6 1.9 Err:509 Err:509 Err:509 Err:509 1.1 1.9 1.1 1.1 1.6

1.3 1.5 1.7 1.3 1.4 1.3 1.6 2.1 0.8 1.7 1.5 1.7 1.9 1.8 1.2 1.1 0.8 1.6 2.4 1.8 Err:509 Err:509 Err:509 Err:509 1.0 1.7 1.0 1.0 1.4

1.2 1.4 1.5 1.2 1.3 1.2 1.4 1.9 0.7 1.5 1.4 1.5 1.7 1.6 1.1 1.0 0.7 1.5 2.2 1.6 Err:509 Err:509 Err:509 Err:509 0.9 1.6 0.9 1.0 1.3

1.1 1.3 1.4 1.1 1.2 1.1 1.3 1.8 0.6 1.4 1.3 1.4 1.6 1.5 1.0 0.9 0.7 1.4 2.1 1.5 Err:509 Err:509 Err:509 Err:509 0.9 1.5 0.9 0.9 1.2

1.1 1.2 1.4 1.0 1.2 1.1 1.3 1.7 0.6 1.4 1.2 1.3 1.5 1.5 1.0 0.9 0.7 1.3 2.0 1.4 Err:509 Err:509 Err:509 Err:509 0.8 1.4 0.8 0.9 1.2

1.0 1.2 1.3 1.0 1.1 1.0 1.2 1.6 0.6 1.3 1.1 1.3 1.4 1.4 0.9 0.8 0.6 1.3 1.9 1.4 Err:509 Err:509 Err:509 Err:509 0.8 1.3 0.8 0.8 1.1

1993 7.9 4.9 4.0 3.5 3.2 3.0 2.5 2.3 2.1 1.9 1.7 1.6 1.5 1.4 1.3 1994 7.9 4.9 4.0 3.5 3.2 3.0 2.5 2.3 2.1 1.9 1.7 1.6 1.5 1.4 1.3 1995 12.9 8.0 6.5 5.7 5.2 4.8 4.1 3.8 3.4 3.1 2.8 2.6 2.4 2.3 2.1 1996 7.6 4.7 3.9 3.3 3.0 2.8 2.4 2.2 2.0 1.8 1.7 1.5 1.4 1.3 1.3 1997 9.7 6.0 4.9 4.3 3.9 3.6 3.1 2.8 2.6 2.3 2.1 1.9 1.8 1.7 1.6 1998 9.9 6.2 5.0 4.4 4.0 3.7 3.2 2.9 2.6 2.4 2.2 2.0 1.8 1.7 1.7 1999 10.7 6.6 5.4 4.7 4.3 4.0 3.4 3.1 2.8 2.5 2.3 2.1 2.0 1.9 1.8 2000 8.8 5.5 4.5 3.9 3.5 3.3 2.8 2.6 2.3 2.1 1.9 1.8 1.6 1.6 1.5 2001 6.5 4.0 3.3 2.9 2.6 2.4 2.1 1.9 1.7 1.5 1.4 1.3 1.2 1.1 1.1 2002 5.7 3.5 2.9 2.5 2.3 2.1 1.8 1.7 1.5 1.3 1.2 1.1 1.1 1.0 0.9 2003 8.1 5.0 4.1 3.6 3.3 3.0 2.6 2.4 2.1 1.9 1.8 1.6 1.5 1.4 1.4 2004 6.3 3.9 3.2 2.8 2.5 2.4 2.0 1.8 1.7 1.5 1.4 1.3 1.2 1.1 1.1 2005 13.8 8.5 7.0 6.1 5.5 5.1 4.4 4.0 3.6 3.3 3.0 2.8 2.6 2.4 2.3 2006 7.0 4.4 3.6 3.1 2.8 2.6 2.2 2.1 1.9 1.7 1.5 1.4 1.3 1.2 1.2 N 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 39.0 MEDIA Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 DESV.EST Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 ALFA Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 BETA Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 TR (AÑOS)

2 25 50 100

1 Err:509 Err:509 Err:509 Err:509

2 Err:509 Err:509 Err:509 Err:509

3 Err:509 Err:509 Err:509 Err:509

4 Err:509 Err:509 Err:509 Err:509

5 Err:509 Err:509 Err:509 Err:509

6 Err:509 Err:509 Err:509 Err:509

8 Err:509 Err:509 Err:509 Err:509

10 Err:509 Err:509 Err:509 Err:509

12 Err:509 Err:509 Err:509 Err:509

14 Err:509 Err:509 Err:509 Err:509

HIDROCARMENALTO

16 Err:509 Err:509 Err:509 Err:509

18 Err:509 Err:509 Err:509 Err:509

20 Err:509 Err:509 Err:509 Err:509

22 Err:509 Err:509 Err:509 Err:509

24H Err:509 Err:509 Err:509 Err:509

m

1

2

3

4

5

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

14.1 13.1 12.1 11.8 11.7 11.7 10.5 10.4 10.3 10.3 10.1 9.6 9.5 8.8 8.0 7.9 7.8 7.8 7.6 7.6 7.4 7.4 7.3 7.3 7.2 7.1 7.0 6.8 6.5

8.7 8.1 7.5 7.3 7.2 7.2 6.5 6.4 6.4 6.4 6.3 6.0 5.9 5.5 5.0 4.9 4.9 4.8 4.7 4.7 4.6 4.6 4.5 4.5 4.4 4.4 4.3 4.2 4.0

7.1 6.6 6.1 6.0 5.9 5.9 5.3 5.3 5.2 5.2 5.1 4.9 4.8 4.5 4.1 4.0 4.0 4.0 3.9 3.9 3.7 3.7 3.7 3.7 3.6 3.6 3.5 3.4 3.3

6.2 5.7 5.3 5.2 5.1 5.1 4.6 4.6 4.5 4.5 4.5 4.2 4.2 3.9 3.5 3.5 3.4 3.4 3.4 3.4 3.3 3.3 3.2 3.2 3.1 3.1 3.1 3.0 2.9

5.6 5.2 4.8 4.7 4.7 4.7 4.2 4.1 4.1 4.1 4.1 3.8 3.8 3.5 3.2 3.2 3.1 3.1 3.1 3.1 3.0 3.0 2.9 2.9 2.9 2.8 2.8 2.7 2.6

Valores ordenados Imáxima (mm/h) 6 8 10 12 14 5.3 4.9 4.5 4.4 4.4 4.3 3.9 3.9 3.8 3.8 3.8 3.6 3.5 3.3 3.0 2.9 2.9 2.9 2.8 2.8 2.8 2.8 2.7 2.7 2.7 2.7 2.6 2.5 2.4

4.5 4.2 3.9 3.8 3.7 3.7 3.4 3.3 3.3 3.3 3.2 3.1 3.0 2.8 2.6 2.5 2.5 2.5 2.4 2.4 2.4 2.4 2.3 2.3 2.3 2.3 2.2 2.2 2.1

4.1 3.8 3.5 3.4 3.4 3.4 3.1 3.0 3.0 3.0 3.0 2.8 2.8 2.6 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.2 2.1 2.1 2.1 2.1 2.0 2.0 1.9

3.7 3.4 3.2 3.1 3.1 3.1 2.8 2.7 2.7 2.7 2.7 2.5 2.5 2.3 2.1 2.1 2.1 2.1 2.0 2.0 1.9 1.9 1.9 1.9 1.9 1.9 1.8 1.8 1.7

3.3 3.1 2.9 2.8 2.8 2.8 2.5 2.5 2.4 2.4 2.4 2.3 2.3 2.1 1.9 1.9 1.9 1.8 1.8 1.8 1.8 1.8 1.7 1.7 1.7 1.7 1.7 1.6 1.5

16

18

20

22

3.1 2.8 2.6 2.6 2.5 2.5 2.3 2.3 2.2 2.2 2.2 2.1 2.1 1.9 1.7 1.7 1.7 1.7 1.7 1.7 1.6 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.4

2.8 2.6 2.4 2.4 2.3 2.3 2.1 2.1 2.1 2.1 2.0 1.9 1.9 1.8 1.6 1.6 1.6 1.6 1.5 1.5 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4 1.3

2.6 2.4 2.3 2.2 2.2 2.2 2.0 1.9 1.9 1.9 1.9 1.8 1.8 1.6 1.5 1.5 1.5 1.5 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.2

2.5 2.3 2.1 2.1 2.1 2.1 1.9 1.8 1.8 1.8 1.8 1.7 1.7 1.6 1.4 1.4 1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.1

30 31 32 33 34 35 36 37 38 39 40 41 42 43

6.5 6.5 6.1 6.1 5.8 5.8 5.8 5.1 5.0 4.9 4.9 4.5 4.1 4.0

4.0 4.0 3.8 3.8 3.6 3.6 3.6 3.1 3.1 3.0 3.0 2.8 2.6 2.5

3.3 3.3 3.1 3.1 2.9 2.9 2.9 2.6 2.5 2.5 2.5 2.3 2.1 2.0

2.9 2.9 2.7 2.7 2.6 2.5 2.5 2.2 2.2 2.2 2.1 2.0 1.8 1.8

2.6 2.6 2.4 2.4 2.3 2.3 2.3 2.0 2.0 2.0 2.0 1.8 1.7 1.6

2.4 2.4 2.3 2.3 2.2 2.1 2.1 1.9 1.9 1.8 1.8 1.7 1.5 1.5

2.1 2.1 2.0 1.9 1.9 1.8 1.8 1.6 1.6 1.6 1.6 1.4 1.3 1.3

1.9 1.9 1.8 1.8 1.7 1.7 1.7 1.5 1.5 1.4 1.4 1.3 1.2 1.2

1.7 1.7 1.6 1.6 1.5 1.5 1.5 1.3 1.3 1.3 1.3 1.2 1.1 1.1

1.5 1.5 1.4 1.4 1.4 1.4 1.4 1.2 1.2 1.2 1.2 1.1 1.0 0.9

1.4 1.4 1.3 1.3 1.3 1.3 1.3 1.1 1.1 1.1 1.1 1.0 0.9 0.9

1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.0 1.0 1.0 1.0 0.9 0.8 0.8

1.2 1.2 1.1 1.1 1.1 1.1 1.1 0.9 0.9 0.9 0.9 0.8 0.8 0.7

1.1 1.1 1.1 1.1 1.0 1.0 1.0 0.9 0.9 0.9 0.9 0.8 0.7 0.7

24H

15min

PRUEBA DE BONDAD DE AJUSTE SMIRNOV - KOLMOGOROV (Pteórica) 30min 1H 2H 3H 6H 9H 12H

2.3 2.2 2.0 2.0 1.9 1.9 1.8 1.7 1.7 1.7 1.7 1.6 1.6 1.5 1.3 1.3 1.3 1.3 1.3 1.3 1.2 1.2 1.2 1.2 1.2 1.2 1.2 1.1 1.1

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

1.1 1.1 1.0 1.0 1.0 1.0 1.0 0.8 0.8 0.8 0.8 0.8 0.7 0.7

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

a) 24H

m

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29

PRUEBA DE BONDAD DE AJUSTE SMIRNOV - KOLMOGOROV (Pempírica) N=17 N=15 N=22 0.027 0.054 0.081 0.108 0.135 0.162 0.189 0.216 0.243 0.270 0.297 0.324 0.351 0.378 0.405 0.432 0.459 0.486 0.514 0.541 0.568 0.595 0.622 0.649 0.676 0.703 0.730 0.757 0.784

0.029 0.057 0.086 0.114 0.143 0.171 0.200 0.229 0.257 0.286 0.314 0.343 0.371 0.400 0.429 0.457 0.486 0.514 0.543 0.571 0.600 0.629 0.657 0.686 0.714 0.743 0.771 0.800 0.829

0.023 0.045 0.068 0.091 0.114 0.136 0.159 0.182 0.205 0.227 0.250 0.273 0.295 0.318 0.341 0.364 0.386 0.409 0.432 0.455 0.477 0.500 0.523 0.545 0.568 0.591 0.614 0.636 0.659

15min

30min

1H

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

DESVIACIÓN (D) 2H Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

30 31 32 33 34 35 36 37 38 39 40 41 42 43

0.811 0.838 0.865 0.892 0.919 0.946 0.973 1.000 1.027 1.054 1.081 1.108 1.135 1.162

0.857 0.886 0.914 0.943 0.971 1.000 1.029 1.057 1.086 1.114 1.143 1.171 1.200 1.229

0.682 0.705 0.727 0.750 0.773 0.795 0.818 0.841 0.864 0.886 0.909 0.932 0.955 0.977 Dmáximo Dtolerable

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509

Err:509

Err:509 0.28

Err:509 0.34

0.32 Err:509

Err:509

Err:509

Err:509

DESVIACIÓN (D) 3H

6H

9H

12H

24H

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Err:509

Err:509

Err:509 0.282

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Err:509

Tr años 5 10 25 50 75 100

Tr años 5 10 25 50 75 100 Tr años 5 10 25 50 75 100

Ppmax 24 hr 39.27 45.19 52.49 57.81 60.89 63.06

5 ### ### ### ### ### ###

10 ### ### ### ### ### ###

15 ### ### ### ### ### ###

PRECIPITACION TOTAL (mm) 20 25 30 35 40 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

45 ### ### ### ### ### ###

50 ### ### ### ### ### ###

60 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

15 ### ### ### ### ### ###

INTENSIDAD (mm/Hr) 20 25 30 35 40 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

45 ### ### ### ### ### ###

50 ### ### ### ### ### ###

60 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

40 ### ### ### ### ### ###

45 ### ### ### ### ### ###

50 ### ### ### ### ### ###

60 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

40 ### ### ### ### ### ###

45 ### ### ### ### ### ###

50 ### ### ### ### ### ###

60 Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Ppmax 24 hr 39.27 45.19 52.49 57.81 60.89 63.06

x y y y y y y

Tr años 5 10 25 50 75 100

5 ### ### ### ### ### ###

10 ### ### ### ### ### ###

5 ### ### ### ### ### ###

10 ### ### ### ### ### ###

15 ### ### ### ### ### ###

ECUACION DE TALBOL 20 25 30 35 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

5 ### ### ### ### ### ###

10 ### ### ### ### ### ###

15 ### ### ### ### ### ###

20 ### ### ### ### ### ###

INTENSIDAD (mm/Hr) 25 30 35 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ###

Imax 

a bT

IN T E N S ID A D M A X IM A (m m /h r)

CURVA INTENSIDAD-DURACION-FRECUENCIA 59.0 57.0 55.0 53.0 51.0 49.0 47.0 45.0 43.0 41.0 39.0 37.0 35.0 33.0 31.0 29.0 27.0 25.0 23.0 21.0 19.0 17.0 15.0 13.0 11.0 9.0 7.0 5.0 5

10

15

20

25

30

35

DURACION (minutos)

40

DURACION-FRECUENCIA

TR=5 AÑOS TR=10 AÑOS TR=25 AÑOS TR=50 AÑOS TR=75 AÑOS TR=100 AÑOS

35

nutos)

40

45

50

55

60

AVENIDA, JIRON

SIST. DRENAJE N° 01

AV. CARMEN ALTO

SIST. DRENAJE N° 02

AV. PERU

SIST. DRENAJE N° 06

JR. LLUCHALLUCHA

SIST. DRENAJE N° 03

AV. MARISCAL CAC.

SIST. DRENAJE N° 05

JR. TAHUANTINSUYO

SIST. DRENAJE N° 04

JR. CANGALLO

C 0.88 0.88 0.81 0.88 0.80 0.88

Imax (mm/hr) Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Ac (Km2) 28.80 0.15 0.15 0.09 0.18 0.43

Jr. Lluchallucha

Tr (Años) 25.0 25.0 25.0 25.0 25.0 25.0

Av. Peru

Av. Peru

Q=1.3 8

Q=1.53

Av. Carmen Alto

Q=1.38m3/ s

HACIA RIO ALAMEDA

Tc=D (min) 63.67 10.28 6.74 6.40 6.44 7.43

Q=1.42m3/s

Q=2.80

2 2.7 = Q an u Tah Jr. II

Q=6.66

III

Jr. Cangallo-

Q=4.52

Av. MC

Q=0.97 Q=1.76

Q=1.17

II I

Jr. Tahuan-I

Q=5.69

Jr. Cangallo-

Q=0.97

Jr. Cangallo-

HACIA RIO ALAMEDA

1 2 3 4 5 6

SISTEMA DE DRENAJE PLUVIAL

Q = 9.3 8

IT

Q=4.52

I

Jr. CangalloTRAMO 0+000 AL 0+160 0+000 AL 0+161 0+000 AL 0+162 0+000 AL 0+163

TRAMO TRAMO I TRAMO II

TRAMO 0+000 AL 0+120 0+120 AL 0+180 0+180 AL 0+440 0+440 AL 0+710

SISTEMA DE DRENAJE PLUVIAL JR. CANGALLO JR. CANGALLO JR. CANGALLO JR. CANGALLO

Q diseño ENTRADA Q diseño (m3/s)

Err:509 Err:509 Err:509 Err:509

SISTEMA DE DRENAJE PLUVIAL

Q diseño

JR. TAHUANTINSUYO

Err:509 Err:509

JR. TAHUANTINSUYO

SISTEMA DE DRENAJE PLUVIAL AV. CARMEN ALTO AV. CARMEN ALTO AV. CARMEN ALTO AV. CARMEN ALTO

(m3/s) 0.00 1.17 0.97 0.00

(m3/s) Err:509 Err:509 Err:509 Err:509

(m3/s)

Q diseño ENTRADA Q diseño (m3/s)

Err:509 Err:509 Err:509 1.53

(m3/s) 9.38 0.00 0.00 0.00

(m3/s) Err:509 Err:509 Err:509 1.53

Q diseño (m3/s)

Err:509 Err:509 Err:509 Err:509 Err:509 Err:509

Q=0.97

CALCULO HIDRAULICO DEL SISTEMA DE DRENAJE PLUVIAL JR. CANGALLO PROYECTO

MEJORAMIENTO Y CREACIÓN DEL SISTEMA DRENAJE PLUVIAL DE LA AV. CARMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

ELABORADO

ANGEL YIMMY URBANO MARTINEZ - CONSULTOR EN HIDROLOGIA EHIDRAULICA

CANAL CUNETA CUADRANGULAR CARACTERIST. TOPOGRAFICAS TIPO SECCION

DISEÑO

PROGRESIVA DEL

AL

(Km)

(Km)

CAUDAL Qmax

CARACTERISTICAS GEOMETRICAS

RUGOSID. PENDT. n

S

BASE

TIRANTE

TALUD

ANCHO SUP.

BL

b

y

z

T

BL

(m)

(z:1)

DISEÑÑ O (Adim) (m/m) (m)

SIST. DRENAJE

(m3/seg)

CARACTERISTICAS HIDRAULICAS BL

ALTURA

AREA

PERIM. MOJ.

RADIO HID

H

A

P

Rh

b+2yz0.552(yC)0.5(m) y+BLy(b+zy) b+2y(1+z2)0.5 A/P (m)

(m)

REDONDEO(m)

(m2)

(m)

(m)

DREN CUNETA

0+000

0+160

Err:509

0.014

0.017

1.00

1.01

0.00

1.00

0.68

0.69

1.70

1.0080

3.02

0.33

DREN CUNETA

0+160

0+210

Err:509

0.014

0.032

1.00

0.94

0.00

1.00

0.66

0.66

1.60

0.9400

2.88

0.33

0.014

0.049

1.00

0.90

0.00

1.00

0.64

0.70

1.60

0.8980

2.80

0.32

0.014

0.049

1.00

0.90

0.00

1.00

0.64

0.70

1.60

0.8980

2.80

0.32

DREN CUNETA

0+210

0+410

Err:509

DREN CUNETA

0+410

0+577

Err:509

0+000 al 0+160

0+160 AL 0+577

H= 1.70

H= 1.60 y = 1.01

b = 1.00

y = 0.90

b = 1.00

O DEL SISTEMA DE DRENAJE PLUVIAL JR. CANGALLO

RMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

L CUNETA CUADRANGULAR CARACTERISTICAS HIDRAULICAS VELOC.

N° FROUDE

V

N° F

Rh2/3S1/2/n V/(gy)0.5 (m/seg)

(Adim)

4.49

1.43

6.06

1.99

7.42

2.50

7.42

2.50

CALCULO HIDRAULICO DEL SISTEMA DE DRENAJE PLUVIAL AV. MARISCAL CACERES PROYECTO

MEJORAMIENTO Y CREACIÓN DEL SISTEMA DRENAJE PLUVIAL DE LA AV. CARMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

ELABORADO

ANGEL YIMMY URBANO MARTINEZ - CONSULTOR EN HIDROLOGIA EHIDRAULICA

CANAL CUNETA CUADRANGULAR CARACTERIST. TOPOGRAFICAS TIPO SECCION

DISEÑO

PROGRESIVA DEL

AL

(Km)

(Km)

CAUDAL Qmax

n

S

BASE

TIRANTE

TALUD

ANCHO SUP.

b

y

z

T

(m)

(z:1)

DISEÑÑ O (Adim) (m/m) (m)

SIST. DRENAJE RECTANGULAR

CARACTERISTICAS GEOMETRICAS

RUGOSID. PENDT.

(m3/seg) 0+000

0+045

Err:509

0.014

0.020

0.80

0+000 AL 0+045

H= 0.80 y = 0.36

b=

0.80

0.36

0.00

CARACTERISTICAS HIDRAULICAS

BORDE LIBRE BL

BL

ALTURA

AREA

PERIM. MOJ.

RADIO HID

H

A

P

Rh

b+2yz0.552(yC)0.5(m) y+BLy(b+zy) b+2y(1+z2)0.5 A/P (m)

(m)

0.80

0.41

REDONDEO (m) 0.44

0.80

(m2)

(m)

(m)

0.2888

1.52

0.19

O DEL SISTEMA DE DRENAJE PLUVIAL MARISCAL CACERES

MEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

L CUNETA CUADRANGULAR CARACTERISTICAS HIDRAULICAS VELOC.

N° FROUDE

V

N° F

Rh2/3S1/2/n V/(gy)0.5 (m/seg)

(Adim)

3.34

1.77

CALCULO HIDRAULICO DEL SISTEMA DE DRENAJE PLUVIAL JR. TAHUANTINSUYO PROYECTO

MEJORAMIENTO Y CREACIÓN DEL SISTEMA DRENAJE PLUVIAL DE LA AV. CARMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

ELABORADO

ANGEL YIMMY URBANO MARTINEZ - CONSULTOR EN HIDROLOGIA EHIDRAULICA

CANAL CUNETA CUADRANGULAR CARACTERIST. TOPOGRAFICAS TIPO SECCION

DISEÑO

PROGRESIVA DEL

AL

(Km)

(Km)

CAUDAL Qmax

CARACTERISTICAS GEOMETRICAS

RUGOSID. PENDT. n

S

BASE

TIRANTE

TALUD

ANCHO SUP.

BL

b

y

z

T

BL

(m)

(z:1)

DISEÑÑ O (Adim) (m/m) (m)

SIST. DRENAJE

(m3/seg)

CARACTERISTICAS HIDRAULICA ALTURA

AREA

PERIM. MOJ.

RADIO HID

H

A

P

Rh

BL

b+2yz 0.552(yC)0.5(m)

y+BLy(b+zy) b+2y(1+z2)0.5 A/P

(m)

(m)

REDONDEO

(m)

(m2)

(m)

(m)

TRAMO I

0+000

0+139

Err:509

0.014

0.057

0.80

0.38

0.00

0.80

0.42

0.42

0.80

0.3064

1.57

0.20

TRAMO II

0+139

0+210

Err:509

0.014

0.010

0.80

1.08

0.00

0.80

0.70

0.72

1.80

0.8656

2.96

0.29

0+000 AL 0+139

H= 0.80

0+139 AL 0+210

H= 1.80 y = 0.38

b=

0.80

y = 1.08

b=

0.80

O DEL SISTEMA DE DRENAJE PLUVIAL

R. TAHUANTINSUYO

EN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

CUNETA CUADRANGULAR CARACTERISTICAS HIDRAULICAS VELOC.

N° FROUDE

V

N° F

Rh2/3S1/2/n V/(gy)0.5 (m/seg)

(Adim)

5.75

2.97

3.14

0.97

CALCULO HIDRAULICO DEL SISTEMA DE DRENAJE PLUVIAL AV. PERU PROYECTO

MEJORAMIENTO Y CREACIÓN DEL SISTEMA DRENAJE PLUVIAL DE LA AV. CARMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

ELABORADO

ANGEL YIMMY URBANO MARTINEZ - CONSULTOR EN HIDROLOGIA EHIDRAULICA

CANAL CUNETA CUADRANGULAR CARACTERIST. TOPOGRAFICAS TIPO SECCION

DISEÑO

PROGRESIVA DEL

AL

(Km)

(Km)

CAUDAL Qmax

CARACTERISTICAS GEOMETRICAS

RUGOSID. PENDT. n

S

BASE

TIRANTE

TALUD

ANCHO SUP.

BL

b

y

z

T

BL

(m)

(z:1)

DISEÑÑ O (Adim) (m/m) (m)

SIST. DRENAJE

(m3/seg)

CARACTERISTICAS HIDRAULICAS BL

ALTURA

AREA

PERIM. MOJ.

RADIO HID

H

A

P

Rh

b+2yz0.552(yC)0.5(m) y+BLy(b+zy) b+2y(1+z2)0.5 A/P (m)

(m)

REDONDEO (m)

(m2)

(m)

(m)

DREN CUNETA

0+000

0+150

Err:509

0.014

0.011

1.00

0.47

0.00

1.00

0.46

0.43

0.90

0.4730

1.95

0.24

DREN CUNETA

0+150

0+520

Err:509

0.014

0.011

1.00

0.47

0.00

1.00

0.46

0.43

0.90

0.4730

1.95

0.24

0+753

Err:509

0.014

0.011

1.00

0.47

0.00

1.00

0.46

0.43

0.90

0.4730

1.95

0.24

DREN CUNETA

0+520

0+000 al 0+150

0+150 AL 0+753

H= 0.90

H= 0.90 y = 0.47

b=

1.00

y = 0.47

b=

1.00

O DEL SISTEMA DE DRENAJE PLUVIAL AV. PERU

MEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

L CUNETA CUADRANGULAR CARACTERISTICAS HIDRAULICAS VELOC.

N° FROUDE

V

N° F

Rh2/3S1/2/n V/(gy)0.5 (m/seg)

(Adim)

2.92

1.35

2.92

1.35

2.92

1.35

CALCULO HIDRAULICO DEL SISTEMA DE DRENAJE PLUVIAL AV. CARMEN ALTO PROYECTO

MEJORAMIENTO Y CREACIÓN DEL SISTEMA DRENAJE PLUVIAL DE LA AV. CARMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

ELABORADO

ANGEL YIMMY URBANO MARTINEZ - CONSULTOR EN HIDROLOGIA EHIDRAULICA

CANAL CUNETA CUADRANGULAR CARACTERIST. TOPOGRAFICAS TIPO SECCION

DISEÑO

PROGRESIVA DEL

AL

(Km)

(Km)

CAUDAL Qmax

CARACTERISTICAS GEOMETRICAS

RUGOSID. PENDT. n

S

BASE

TIRANTE

TALUD

ANCHO SUP.

BL

b

y

z

T

BL

(m)

(z:1)

DISEÑÑ O (Adim) (m/m) (m)

SIST. DRENAJE

(m3/seg)

CARACTERISTICAS HIDRAULICAS BL

ALTURA

AREA

PERIM. MOJ.

RADIO HID

H

A

P

Rh

b+2yz0.552(yC)0.5(m) y+BLy(b+zy) b+2y(1+z2)0.5 A/P (m)

(m)

REDONDEO(m)

(m2)

(m)

(m)

DREN CUNETA

0+000

0+120

Err:509

0.014

0.019

1.20

1.60

0.00

1.20

0.86

0.90

2.50

1.9200

4.40

0.44

DREN CUNETA

0+120

0+180

Err:509

0.014

0.035

0.60

0.57

0.00

0.60

0.51

0.33

0.90

0.3390

1.73

0.20

0.014

0.035

0.60

0.57

0.00

0.60

0.51

0.33

0.90

0.3390

1.73

0.20

0.014

0.035

0.60

0.57

0.00

0.60

0.51

0.33

0.90

0.3390

1.73

0.20

DREN CUNETA

0+180

0+440

Err:509

DREN CUNETA

0+440

0+710

1.53

0+000 al 0+120

0+120 AL 0+710

H= 2.50

H= 0.90 y = 1.60

b=

1.20

y = 0.57

b = 0.60

O DEL SISTEMA DE DRENAJE PLUVIAL AV. CARMEN ALTO

MEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

L CUNETA CUADRANGULAR CARACTERISTICAS HIDRAULICAS VELOC.

N° FROUDE

V

N° F

Rh2/3S1/2/n V/(gy)0.5 (m/seg)

(Adim)

5.68

1.43

4.51

1.91

4.51

1.91

4.51

1.91

CALCULO HIDRAULICO DEL SISTEMA DE DRENAJE PLUVIAL JR. LLUCHALLUCHA PROYECTO

MEJORAMIENTO Y CREACIÓN DEL SISTEMA DRENAJE PLUVIAL DE LA AV. CARMEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

ELABORADO

ANGEL YIMMY URBANO MARTINEZ - CONSULTOR EN HIDROLOGIA EHIDRAULICA

CANAL CUNETA CUADRANGULAR CARACTERIST. TOPOGRAFICAS TIPO SECCION

DISEÑO

PROGRESIVA DEL

AL

(Km)

(Km)

CAUDAL Qmax

n

S

BASE

TIRANTE

TALUD

ANCHO SUP.

BL

b

y

z

T

BL

(m)

(z:1)

DISEÑÑ O (Adim) (m/m) (m)

SIST. DRENAJE DREN CUNETA

CARACTERISTICAS GEOMETRICAS

RUGOSID. PENDT.

(m3/seg) 0+000

0+187

2.80

0.014

0.007

0.80

0+000 al 0+120

H= 2.10 y = 1.30

b=

0.80

1.30

0.00

CARACTERISTICAS HIDRAULICA BL

ALTURA

AREA

PERIM. MOJ.

RADIO HID

H

A

P

Rh

b+2yz0.552(yC)0.5(m) y+BLy(b+zy) b+2y(1+z2)0.5 A/P (m)

(m)

0.80

0.77

REDONDEO(m) 0.80

2.10

(m2)

(m)

(m)

1.0400

3.40

0.31

O DEL SISTEMA DE DRENAJE PLUVIAL

R. LLUCHALLUCHA

MEN ALTO, AV. PERU Y JR. CANGALLO, DISTRITO DE CARMEN ALTO – HUAMANGA – AYACUCHO

L CUNETA CUADRANGULAR CARACTERISTICAS HIDRAULICAS VELOC.

N° FROUDE

V

N° F

Rh2/3S1/2/n V/(gy)0.5 (m/seg)

(Adim)

2.69

0.75

TRAMO SISTEMA DE DRENAJE PLUVIAL

AVENIDA, JIRON O CALLE

SIST. DRENAJE N° 01

AV. CARMEN ALTO

SIST. DRENAJE N° 02

AV. PERU

SIST. DRENAJE N° 06

JR. CANGALLO

SIST. DRENAJE N° 03

JR. LLUCHALLUCHA

SIST. DRENAJE N° 05

JR. TAHUANTINSUYO

SIST. DRENAJE N° 04

AV. MARISCAL CAC.

(Km)

DIMENSIONES Tirante

BL BL Calculado Redondeado

y (m)

(m)

(m)

0+000 AL 0+120

1.60

0.86

0.90

0+120 AL 0+710

0.57

0.51

0.33

0+000 AL 0+150

0.47

0.46

0.43

0+150 AL 0+753

0.47

0.46

0.43

0+000 AL 0+160

1.01

0.68

0.69

0+160 AL 0+577

0.90

0.66

0.66

0+000 AL 0+120

1.30

0.77

0.80

0+000 AL 0+139

0.38

0.42

0.42

0+139 AL 0+210

1.08

0.70

0.72

0+000 AL 0+045

0.36

0.41

0.44

SIONES ± VARIACION

ALTURA TOTAL

ΔBL (%)

H (m)

0.04%

2.50

0.18%

0.90

0.03%

0.90

0.03%

0.90

0.01%

1.70

0.00%

1.60

0.03%

2.10

0.00%

0.80

0.02%

1.80

0.03%

0.80

1

1.5 0.5 50