2.0 Estudio Hidrologico

Proyecto: Construccion del sistema de Riego por Aspersion Ccocharay - Lucmos - Curahuasi, Distrito Curahuasi, Provincia Abancay - Apurimac.

Estudio Definitivo

ANALISIS REGIONAL DE PRECIPITACIONECUACION DE REGRESION PRECIPITACION - ALTITUD

NOMBRE ALTITUD PRECIPITACION ECUACION DE REGRESION

ESTACION MEDIA MEDIA ANUAL

msnm mm

ABANCAY 2,784.00 807.21 7.75E+6 6.52E+5

CURAHUASI 2,646.00 625.05 7.00E+6 3.91E+5

ANTABAMBA 3,624.00 957.58 1.31E+7 9.17E+5

AYMARAES 2,636.00 814.26 6.95E+6 6.63E+5

SUMA 11,690.00 3,204.10 3.48E+7 2.62E+6

n 4 4 4 4

PROMEDIO 2,922.50 801.03 8.71E+6 6.56E+5

FORMULAS PARA EL CALCULO DE PARAMETROS DE REGRESION

A= SUM X 1.17E+4 G = C-(A^2)/n 6.70E+5 COEF. INDEPENDIENTE

B= SUM Y 3.20E+3 H = F-A*D/n 2.55E+8 COEF. DEPENDIENTE

C= SUM X^2 3.48E+7 I = F-(D^2)/n 1.39E+11 COEF. DE CORRELACION

D= SUM Y^2 2.62E+6 J = H/G 3.81E+2

E= SUM X*Y^2 7.92E+9 K = (D-J*A)/n -4.57E+5 PRECIP. MEDIA ANUAL PROYECTO (APROX.)

F= SUM Y^4 1.86E+12 CHAPIMARCA

FORMULAS DE PARAMETROS DE REGRESION COTAHUARCAY

COEF. INDEPENDIENTE Bo= (D-J*A)/n CURASCO

COEF. DEPENDIENTE B1= H/G AIRIHUANCA

COEF. DE CORRELACION r = H/SQRT(G*I) TAMBO

DESVIACION ESTANDAR S = (D-A^2/n)-(K*(A*D-A*B)/n)

P2 = BO + B

1 * H

X2 Y2

HISTOGRAMA

ALTITUD - PRECIPITACIONECUACION DE REGRESION

2500 2700 2900 3100 3300 3500 3700 3900 4100 0

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1,200

ALTITUD Vs PRECIPITACIONECUACION DE REGRESION

ESTACION PRECIP. PROYECTO

ALTITUD (m.s.n.m)

PRECIPITACION (mm)

ECUACION DE REGRESION P2 = BO + B1 * H

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ALTITUD (m.s.n.m)

PRECIPITACION (mm)

Proyecto: Construccion del sistema de Riego por Aspersion Ccocharay - Lucmos - Curahuasi, Distrito Curahuasi, Provincia Abancay - Apurimac.

Ingeniería Básica del Proyecto - Estudios de Hidrología e Hidráulica

ANALISIS REGIONAL DE PRECIPITACIONECUACION DE REGRESION PRECIPITACION - ALTITUD

Cuadro Nº 2.2.2

ECUACION DE REGRESION PRECIPITACION

CORREGIDA

mm

1.81E+9 4.25E+11 776.42

1.03E+9 1.53E+11 741.82

3.32E+9 8.41E+11 960.55

1.75E+9 4.40E+11 739.25

7.92E+9 1.86E+12 3218.03

4 4 4

1.98E+9 4.64E+11 804.51

VALORES DE PARAMETROS DE REGRESION

COEF. INDEPENDIENTE Bo = -457127.69

COEF. DEPENDIENTE B1 = 380.73

COEF. DE CORRELACION r = 0.837

PRECIP. MEDIA ANUAL PROYECTO (APROX.)

3,500.00 935.65

3,480.00 931.57

3,520.00 939.71

3,430.00 921.30

2,668.00 747.44

P2 = BO + B

1 * H

X*Y2 Y4

HISTOGRAMA

msnm =

msnm =

msnm =

msnm =

msnm =

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ALTITUD (m.s.n.m)

PRECIPITACION (mm)

ECUACION DE REGRESION P2 = BO + B1 * H

- Pág. 16 -

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ALTITUD (m.s.n.m)

PRECIPITACION (mm)

ABANCAY ANDAHUAYLAS CHALHUANCA ANTABAMBA

AñoP.Max

AñoP.Max

AñoP.Max

AñoP.Max

24 horas 24 horas 24 horas 24 horas1969 23.8 1973 41.6 1964 26.891970 23.1 1974 46.5 1965 37.741971 29.9 1975 36.5 1966 29.611972 35.6 1976 52.1 1967 42.491973 40 1977 35.7 1968 35.821974 29.5 1978 35.6 1969 42.381975 28.6 1979 45 1970 39.321976 30.6 1980 38.1 1971 42.261977 20.2 1989 18.9 1972 37.291978 23 1990 21.8 1973 54.351979 29.8 1991 23.5 1974 54.691980 25.6 1992 29.8 1975 31.751981 21.8 1993 24.41987 22.5 1994 23.81988 21.5 1995 321989 20 1996 22.51990 24.5 1997 22.21991 22.2 1998 32.71992 25 1999 23.81993 27 2000 30.51996 35 2001 25.81997 37.2 2002 24.81998 24.9 2003 25.71999 40.2 2004 19.92000 27.3 2005 35.32006 29.1 2006 43.32007 30.9 2007 29.2 2007 18.22008 24.6 2008 25 2008 50.62009 27.5 2009 27.2 2009 21.82010 43.9 2010 24.3 2010 30.92011 23.6 2011 31.1 2011 22.42012 42.3 2012 35.1 2012 22.82013 38.8 2013 37.5 2013 21.52014 52.1 2014 34.5 2014 27.6D.S. 7.78 D.S. 8.28 D.S. 10.32 D.S. 8.61

MEDIA 29.46 MEDIA 31.05 MEDIA 26.98 MEDIA 39.55P.MAX 52.1 P.MAX 52.1 P.MAX 50.6 P.MAX 54.7P.MIN 20 P.MIN 18.9 P.MIN 18.2 P.MIN 26.89

N 34 N 34 N 8 N 12

Fuente: SENAMHI.

DATOS DE PRECIPITACIONES EN 24 HORAS (mm) EN LAS ESTACIONES

Estaciones Meteorológicas analizadas

Departamento ProvinciaDidstrito Coordenadas Altitud

Latitud Longitud m.s.n.m

Abancay Apurimac Abancay Tamburco 13°36'30'' 72°52'14'' 2776

Chalhuanca Apurimac Aymaraes Cotaruse 14°23'34'' 73°10'45'' 3358

Andahuaylas Apurimac Andahuaylas Andahuaylas 13°39'25'' 73°22'15'' 2933

Antabamba Apurimac Antabamba Antabamba 13º 38'12'' 73º 32'25'' 3817

Fuente: SENAMHI.

Estacion Pluviometrica

Lluvias maximas (mm). Estacion Abancay

T(AÑOS)DURACION EN MINUTOS

5 10 15 20 30 60

5 36.10 8.76 10.42 11.53 12.39 13.71 16.3110 41.29 10.02 11.92 13.19 14.17 15.68 18.6520 46.26 11.23 13.35 14.78 15.88 17.58 20.9050 52.70 12.79 15.21 16.84 18.09 20.02 23.81

100 57.53 13.96 16.61 18.38 19.75 21.86 25.99200 62.34 15.13 18.00 19.92 21.40 23.68 28.16500 68.68 16.67 19.83 21.94 23.58 26.09 31.03

1000 73.48 17.84 21.21 23.47 25.22 27.92 33.20

de la tabla para 34 datos 0.53959yn= 0.53959 1.12555

Sn= 1.12555

Xm= 29.46

Sn-1= 7.78

P.MAX 24 HORAS (mm)

DURACION EN MINUTOS

100 120 150

18.53 19.39 20.5121.19 22.18 23.4523.75 24.86 26.2827.05 28.32 29.9429.53 30.91 32.6832.00 33.49 35.4135.26 36.90 39.0237.72 39.48 41.74

intensidades maximas (mm/hr). Estacion Abancay


5 10 15 20 30 60 100 120 1505 36.10 8.76 10.42 11.53 12.39 13.71 16.31 18.53 19.39 20.51

10 41.29 10.02 11.92 13.19 14.17 15.68 18.65 21.19 22.18 23.4520 46.26 11.23 13.35 14.78 15.88 17.58 20.90 23.75 24.86 26.2850 52.70 12.79 15.21 16.84 18.09 20.02 23.81 27.05 28.32 29.94

100 57.53 13.96 16.61 18.38 19.75 21.86 25.99 29.53 30.91 32.68200 62.34 15.13 18.00 19.92 21.40 23.68 28.16 32.00 33.49 35.41500 68.68 16.67 19.83 21.94 23.58 26.09 31.03 35.26 36.90 39.02

1000 73.48 17.84 21.21 23.47 25.22 27.92 33.20 37.72 39.48 41.74

de la tabla para 32 datos

yn= 0.53959

Sn= 1.12555

Xm= 29.46

Sn-1= 7.78precipitacion 24 hrsintensidades maximas (mm/hr). Estacion Abancay


5 10 15 20 30 60 100 120 1505 36.10 22.63 17.25 14.72 13.15 11.22 8.55 7.00 6.52 5.98

10 41.29 29.42 22.43 19.14 17.10 14.59 11.12 9.10 8.48 7.7720 46.26 38.25 29.16 24.88 22.23 18.96 14.46 11.84 11.02 10.1050 52.70 54.11 41.25 35.19 31.44 26.83 20.45 16.75 15.59 14.29

100 57.53 70.34 53.63 45.75 40.88 34.88 26.59 21.77 20.27 18.57200 62.34 91.45 69.72 59.48 53.15 45.35 34.57 28.30 26.35 24.15500 68.68 129.38 98.63 84.15 75.19 64.15 48.90 40.04 37.28 34.16

1000 73.48 168.20 128.22 109.40 97.75 83.40 63.58 52.06 48.47 44.41

K= 23.103 27.2995m= 0.3786 0.4986n= 0.3915 0.4595

P.MAX 24 HORAS

(mm)

P.MAX 24 HORAS

(mm)

Periodo de retorno (T) en años

5 10 20 50 100 200 500 100010 17.25 22.43 29.16 41.25 53.63 69.72 98.63 128.2220 13.15 17.10 22.23 31.44 40.88 53.15 75.19 97.7530 11.22 14.59 18.96 26.83 34.88 45.35 64.15 83.4040 10.03 13.03 16.94 23.97 31.16 40.52 57.32 74.5250 9.19 11.94 15.53 21.97 28.56 37.13 52.52 68.2860 8.55 11.12 14.46 20.45 26.59 34.57 48.90 63.5870 8.05 10.47 13.61 19.25 25.03 32.54 46.04 59.8680 7.64 9.94 12.92 18.27 23.76 30.89 43.70 56.8190 7.30 9.49 12.34 17.45 22.69 29.50 41.73 54.25

100 7.00 9.10 11.84 16.75 21.77 28.30 40.04 52.06110 6.75 8.77 11.40 16.13 20.97 27.27 38.57 50.15120 6.52 8.48 11.02 15.59 20.27 26.35 37.28 48.47

INTENSIDAD MAXIMA REGIONALIZADA


5 10 20 50 100 200 500 100010 19.11 24.84 32.29 45.68 59.39 77.21 109.23 142.0120 14.56 18.93 24.62 34.83 45.28 58.86 83.27 108.2630 12.43 16.16 21.00 29.71 38.63 50.22 71.05 92.3740 11.10 14.43 18.77 26.55 34.52 44.87 63.48 82.5350 10.17 13.23 17.20 24.33 31.63 41.12 58.17 75.6360 9.47 12.32 16.01 22.65 29.45 38.29 54.16 70.4270 8.92 11.59 15.07 21.33 27.72 36.04 50.99 66.2980 8.46 11.00 14.31 20.24 26.31 34.21 48.39 62.9290 8.08 10.51 13.66 19.33 25.13 32.67 46.21 60.08

100 7.76 10.08 13.11 18.55 24.11 31.35 44.35 57.65110 7.47 9.71 12.63 17.87 23.23 30.20 42.72 55.54120 7.22 9.39 12.21 17.27 22.45 29.19 41.29 53.68

Duaracion (t) en minutos


34.04530.74

k= 1.1075

P.MAX 24 HORAS (mm)t(min) t(hrs)

5.00 0.0810.00 0.1715.00 0.2520.00 0.3330.00 0.5060.00 1.00

100.00 1.67120.00 2.00150.00 2.50

para calcular la intensidad

T 5 10 15 20 30 60 100 120

ok5 105.15 62.52 46.13 37.18 27.43 16.31 11.12 9.70

10 120.26 71.51 52.76 42.52 31.37 18.65 12.72 11.0920 134.76 80.13 59.12 47.64 35.15 20.90 14.25 12.4350 153.52 91.28 67.35 54.28 40.05 23.81 16.23 14.16

100 167.58 99.64 73.52 59.25 43.71 25.99 17.72 15.45200 181.59 107.97 79.66 64.20 47.37 28.16 19.20 16.75500 200.07 118.96 87.77 70.73 52.19 31.03 21.15 18.45

1000 214.04 127.27 93.90 75.67 55.83 33.20 22.63 19.74

K= 31.1889 27.2995m= 0.1355 0.4986n= 0.75 0.4595


5 10 20 50 100 200 500 100010 6.90 7.58 8.32 9.42 10.35 11.37 12.87 14.1420 4.10 4.51 4.95 5.60 6.15 6.76 7.65 8.4130 3.03 3.32 3.65 4.13 4.54 4.99 5.65 6.2040 2.44 2.68 2.94 3.33 3.66 4.02 4.55 5.0050 2.06 2.27 2.49 2.82 3.10 3.40 3.85 4.2360 1.80 1.98 2.17 2.46 2.70 2.97 3.36 3.6970 1.60 1.76 1.93 2.19 2.41 2.64 2.99 3.2980 1.45 1.59 1.75 1.98 2.18 2.39 2.71 2.9790 1.33 1.46 1.60 1.81 1.99 2.19 2.48 2.72

100 1.23 1.35 1.48 1.68 1.84 2.02 2.29 2.51110 1.14 1.25 1.38 1.56 1.71 1.88 2.13 2.34120 1.07 1.18 1.29 1.46 1.61 1.76 2.00 2.19


1508.209.38

10.5111.9813.0714.1715.6116.70

TIEMPO DE CONCENTRACION

Formula de Kirpich:

Formula de Bramsby Williams:

S= Pendiente en m/m.A= Área de la cuenca en Kilómetros cuadrados km2.

Formula Del US Corps of Engineers:

DATOS:L= 21.97S= 0.0694A= 142.15

TIEMPO DE CONCENTRACION (Tc) Tc

Kirpich 1.9983

4.25425.5517

5.2126

L= Longitud del cauce desde aguas arriba hasta la salida en kilómetros.

Bramsby & Williams

US Corps of Engineer

REGISTRO METEOROLOGICOPrecipitación Mensual Acumulada (mm)

ESTACION: ABANCAY (SAN ANTONIO) LAT: 13º 38' S Departamento : APURIMAC

TIPO: CP LONG: 72º 53' W Provincia : ABANCAY

CUENCA: APURIMAC ALT: 2,776 msnm Distrito : ABANCAY

ITEM AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

1 1999 154.00 106.00 175.70 39.00 29.00 9.00 8.20 42.00 9.30 2.80 16.20 143.60

2 2000 109.00 148.10 129.10 19.40 10.00 0.00 10.60 13.40 5.40 5.50 22.70 92.70

3 2001 210.00 162.80 129.10 10.70 25.00 8.00 15.67 8.90 1.30 12.50 25.60 62.40

4 2002 126.00 170.60 139.70 45.00 32.00 9.80 7.00 0.00 9.70 1.00 65.30 65.20

5 2003 152.00 171.00 187.80 15.80 23.00 4.10 10.20 2.90 10.50 25.20 45.90 50.90

6 2004 53.00 142.00 177.60 75.00 38.00 12.10 3.15 5.60 8.55 3.50 69.20 106.50

7 2005 155.00 197.20 120.00 15.60 45.00 0.60 15.00 4.30 6.45 9.30 45.80 92.70

8 2006 58.00 198.58 101.00 25.30 12.00 0.00 11.80 0.00 9.76 8.00 72.60 182.65

9 2007 172.00 151.60 98.60 19.70 28.00 25.00 0.00 38.70 0.50 0.20 35.60 56.00

10 2008 185.00 195.00 168.00 65.00 29.00 18.00 12.00 5.00 6.50 19.50 45.40 68.00

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 137.40 164.29 142.66 33.05 27.10 8.66 9.36 12.08 6.80 8.75 44.43 92.07

DESV.STD 48.88 27.58 30.92 21.18 10.06 7.77 4.69 14.64 3.35 7.80 18.84 40.31

C.V. 0.36 0.17 0.22 0.64 0.37 0.90 0.50 1.21 0.49 0.89 0.42 0.44

P.MAXIMA 210.00 198.58 187.80 75.00 45.00 25.00 15.67 42.00 10.50 25.20 72.60 182.65

P.MINIMA 53.00 106.00 98.60 10.70 10.00 0.00 0.00 0.00 0.50 0.20 16.20 50.90

FECHA:

diciembre - marzo 536.41 78%

abril - noviembre 150.23 22%

Fuente: SENAMHI - TC

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HISTOGRAMA

MESES (PERIODO 1964 - 2001)

PRECIPITACION (mm)

REGISTRO METEOROLOGICOPrecipitación Mensual Acumulada (mm)

Cuadro Nº 2.2.3

TOTAL MEDIA

99.70 61.23

128.90 47.16

163.20 56.00

196.30 55.94

53.00 58.28

115.15 57.85

92.00 58.91

194.80 56.64

214.00 52.16

186.40 68.03

10.00 10.00

144.35 57.22

51.37 5.17

0.36 0.09

214.00 68.03

53.00 47.16

7/1/2016 18:07

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300

HISTOGRAMA


PRECIPITACION (mm)

REGISTRO HIDROMETEOROLOGICOPrecipitación Mensual Total (mm)

ESTACION: ANTABAMBA LAT: 13º 38' S Departamento : APURIMAC

TIPO: CO-669 LONG: 73º 32' W Provincia : ANTABAMBA

CUENCA: APURIMAC ALT: 3,817 msnm Distrito : ANTABAMBA

ITEM AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV

1 1999 107.00 97.00 137.00 12.80 45.00 6.70 3.00 9.00 7.00 15.00 71.20

2 2000 77.00 124.00 76.00 35.00 11.00 3.10 5.00 1.00 10.30 7.00 20.00

3 2001 99.00 84.00 92.00 10.50 42.00 0.00 12.60 12.00 12.00 13.80 45.20

4 2002 96.00 131.00 177.00 11.80 43.00 2.00 17.00 28.00 12.20 22.83 68.50

5 2003 93.00 65.00 80.60 45.00 15.00 14.00 8.00 5.90 13.00 12.50 75.80

6 2004 120.00 60.00 115.00 19.50 38.00 6.00 3.00 6.00 8.30 31.00 21.40

7 2005 211.00 53.00 87.40 18.50 15.00 5.00 0.00 0.00 9.50 33.00 55.40

8 2006 140.00 204.00 110.00 65.00 20.00 13.00 10.40 1.00 0.00 21.85 17.90

9 2007 120.00 161.00 103.00 18.00 42.00 0.00 13.00 8.00 6.75 15.63 47.00

10 2008 175.00 198.00 162.00 32.00 16.00 6.80 8.10 5.40 4.80 15.70 38.70

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 123.80 117.70 114.00 26.81 28.70 5.66 8.01 7.63 8.39 18.83 46.11

DESV.STD 39.15 52.77 32.70 16.65 13.55 4.59 5.06 7.70 3.76 7.84 20.60

C.V. 0.32 0.45 0.29 0.62 0.47 0.81 0.63 1.01 0.45 0.42 0.45

P.MAXIMA 211.00 204.00 177.00 65.00 45.00 14.00 17.00 28.00 13.00 33.00 75.80

P.MINIMA 77.00 53.00 76.00 10.50 11.00 0.00 0.00 0.00 0.00 7.00 17.90




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PRECIPITACION (mm)

REGISTRO HIDROMETEOROLOGICOPrecipitación Mensual Total (mm)

APURIMAC

ANTABAMBA

ANTABAMBA

Cuadro Nº 2.2.4

DIC TOTAL MEDIA

79.00 589.70 49.14

65.00 434.40 36.20

66.00 489.10 40.76

177.00 786.33 65.53

37.00 464.80 38.73

60.00 488.20 40.68

114.00 601.80 50.15

89.00 692.15 57.68

64.00 598.38 49.87

49.50 712.00 59.33

10.00 10.00 10.00

80.05 585.69 48.81

38.08 111.50 9.29

0.48 0.19 0.19

177.00 786.33 65.53

37.00 434.40 36.20

FECHA: 7/1/2016 18:07

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HISTOGRAMA


PRECIPITACION (mm)

REGISTRO HIDROMETEOROLOGICOPrecipitación Mensual Acumulada (mm)

ESTACION: AYMARAES LAT: 13º 31' S Departamento : APURIMAC

TIPO: PLU LONG: 73º 22' W Provincia : AYMARAES

CUENCA: APURIMAC ALT: 2,965 msnm Distrito : AYMARAES


1 1999 66.00 56.00 79.00 11.20 53.00 12.40 15.60 0.00 10.50 12.23 68.20 58.00

2 2000 90.00 123.00 99.40 12.50 15.00 3.50 11.00 8.00 10.60 72.00 54.20 54.00

3 2001 139.00 71.00 85.00 65.00 54.00 0.00 0.00 0.00 0.00 21.70 62.30 63.00

4 2002 68.00 165.00 96.70 10.40 39.00 9.20 8.00 10.00 6.85 48.00 75.30 107.00

5 2003 189.00 130.00 123.00 39.00 10.00 0.00 16.00 15.30 12.80 51.00 25.90 131.00

6 2004 77.00 58.00 99.00 42.00 42.00 29.00 0.00 5.00 1.00 10.85 39.70 130.00

7 2005 218.00 135.00 75.60 11.70 32.00 4.00 5.00 5.00 7.48 16.65 59.80 143.00

8 2006 99.00 217.00 121.00 34.00 15.00 15.00 10.35 1.00 0.00 27.00 34.00 43.00

9 2007 105.00 125.00 85.60 21.40 39.00 4.00 25.00 35.00 10.00 21.41 49.70 45.00

10 2008 135.00 175.00 115.00 20.00 36.00 3.80 2.80 5.10 4.50 28.70 35.80 65.50

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 118.60 125.50 97.93 26.72 33.50 8.09 9.38 8.44 6.37 30.95 50.49 83.95

DESV.STD 48.96 49.86 16.23 17.06 14.76 8.42 7.55 9.94 4.52 18.80 15.42 37.28

C.V. 0.41 0.40 0.17 0.64 0.44 1.04 0.81 1.18 0.71 0.61 0.31 0.44

P.MAXIMA 218.00 217.00 123.00 65.00 54.00 29.00 25.00 35.00 12.80 72.00 75.30 143.00

P.MINIMA 66.00 56.00 75.60 10.40 10.00 0.00 0.00 0.00 0.00 10.85 25.90 43.00

FECHA:




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HISTOGRAMA


PRECIPITACION (mm)


Cuadro Nº 2.2.5

TOTAL MEDIA

442.13 36.84

553.20 46.10

561.00 46.75

643.45 53.62

743.00 61.92

533.55 44.46

2725.23 59.44

616.35 51.36

566.11 47.18

627.20 52.27

10.00 10.00

801.12 49.99

645.73 6.99

0.81 0.14

2725.23 61.92

442.13 36.84

7/1/2016 18:07

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350

HISTOGRAMA


PRECIPITACION (mm)


ESTACION: CURAHUASI LAT: 14º 25' S Departamento : APURIMAC

TIPO: CO LONG: 72º 52' W Provincia : CURAHUASI

CUENCA: APURIMAC ALT: 3,624 msnm Distrito : CURAHUASI


1 1999 70.00 111.00 90.00 45.00 52.00 2.50 4.00 13.00 12.00 34.00 75.10 59.00

2 2000 92.00 212.00 85.10 14.80 9.00 1.00 22.00 1.00 0.00 12.45 41.50 132.00

3 2001 130.00 109.00 102.00 13.00 49.00 0.00 2.00 8.00 6.20 21.50 19.50 125.00

4 2002 214.00 210.00 158.00 45.00 16.00 5.00 19.00 21.00 8.60 14.65 65.80 38.00

5 2003 210.00 127.00 98.60 39.00 7.00 17.00 7.00 5.90 11.00 21.50 38.70 107.00

6 2004 160.00 183.00 124.00 15.20 43.00 2.00 1.00 9.00 12.20 37.00 31.20 100.00

7 2005 161.00 134.00 127.00 8.40 10.00 2.00 9.00 4.00 10.87 46.00 68.20 133.00

8 2006 188.00 212.00 155.00 49.00 42.00 8.00 3.00 0.00 4.00 36.00 29.00 142.00

9 2007 210.00 213.00 110.00 54.00 53.00 6.90 1.00 14.00 7.50 19.50 55.90 98.00

10 2008 162.00 195.00 135.00 45.00 25.00 5.65 4.50 6.20 3.90 45.80 45.70 65.40

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 159.70 170.60 118.47 32.84 30.60 5.01 7.25 8.21 7.63 28.84 47.06 99.94

DESV.STD 47.25 42.56 24.36 16.79 18.10 4.71 7.08 6.06 3.87 11.80 17.61 33.58

C.V. 0.30 0.25 0.21 0.51 0.59 0.94 0.98 0.74 0.51 0.41 0.37 0.34

P.MAXIMA 214.00 213.00 158.00 54.00 53.00 17.00 22.00 21.00 12.20 46.00 75.10 142.00

P.MINIMA 70.00 109.00 85.10 8.40 7.00 0.00 1.00 0.00 0.00 12.45 19.50 38.00

FECHA:




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HISTOGRAMA


PRECIPITACION (mm)


Cuadro Nº 2.2.6

TOTAL MEDIA

567.60 47.30

622.85 51.90

585.20 48.77

815.05 67.92

689.70 57.48

717.60 59.80

713.47 59.46

868.00 72.33

842.80 70.23

739.15 61.60

10.00 10.00

716.14 59.68

99.01 8.25

0.14 0.14

868.00 72.33

567.60 47.30

7/1/2016 18:07

0

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100

150

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350

400

HISTOGRAMA


PRECIPITACION (mm)


ESTACION: ANDAHUAYLAS LAT: 13º 39' S Departamento : APURIMAC

TIPO: CP LONG: 73º 22' W Provincia : ANDAHUAYLAS

CUENCA: APURIMAC ALT: 2,933 msnm Distrito : ANDAHUAYLAS

ITEM AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV

1 1964 163.00 248.00 167.00 12.00 3.00 0.00 1.00 2.00 11.00 73.00 63.00

2 1965 90.00 144.00 88.00 37.00 13.00 0.00 5.00 1.00 52.00 8.00 23.00

3 1966 115.00 98.00 108.00 7.00 48.00 0.00 1.00 14.00 14.00 97.00 85.00

4 1967 112.00 153.00 206.00 32.00 9.00 2.00 20.00 33.00 47.00 75.00 27.00

5 1968 108.00 76.00 156.00 28.00 6.00 16.00 9.00 42.00 16.00 63.00 44.00

6 1969 139.00 70.00 134.00 62.00 0.00 7.00 4.00 7.00 38.00 36.00 97.00

7 1970 246.00 61.00 133.00 75.00 17.00 6.00 0.00 0.00 81.00 38.00 24.00

8 1971 164.00 238.00 129.00 83.00 3.00 15.00 5.00 1.00 0.00 71.00 55.00

9 1972 140.00 188.00 120.00 21.00 9.00 0.00 15.00 9.00 28.00 52.00 55.00

10 1973 174.00 204.00 136.00 116.00 0.00 0.00 9.00 20.00 52.00 21.00 47.00

11 1974 155.00 226.00 119.00 85.00 5.00 7.00 2.00 40.00 46.00 34.00 20.00

12 1975 178.00 139.00 121.00 52.00 39.00 20.00 0.00 8.00 78.00 62.00 59.00

13 1976 123.00 169.00 193.00 8.00 40.00 35.00 22.00 12.00 106.00 15.00 42.00

14 1977 63.00 187.00 147.00 47.00 6.00 0.00 1.00 1.00 36.00 18.00 136.00

15 1978 194.00 117.00 87.00 19.00 0.00 0.00 0.00 0.00 15.00 104.00 77.00

16 1979 39.00 67.00 59.00 23.00 15.00 0.00 8.00 21.00 8.00 3.00 25.00

17 1980 46.00 121.00 128.00 0.00 49.00 0.00 3.00 0.00 0.00 45.00 14.00

18 1981 4.00 28.00 5.00 58.00 0.00 0.00 0.00 18.00 50.00 30.00 43.00

19 1982 64.00 34.00 99.00 14.00 7.00 10.00 2.00 10.00 6.00 54.00 44.00

20 1983 35.00 92.00 78.00 6.00 3.00 0.00 25.00 7.00 28.00 9.00 64.00

21 1984 119.00 102.00 105.00 54.00 18.00 1.00 2.00 2.00 56.00 24.00 32.00

22 1985 194.00 185.00 87.00 50.00 6.00 2.00 5.00 17.00 59.00 63.00 27.00

23 1986 143.00 30.00 100.00 0.00 27.00 15.00 0.00 2.00 1.00 8.00 29.00

24 1987 142.00 43.00 5.00 54.00 0.00 2.00 9.00 0.00 54.00 80.00 72.00

25 1988 106.00 132.00 88.00 15.00 2.00 0.00 0.00 0.00 22.00 34.00 23.00

26 1989 275.00 145.00 202.00 56.00 19.00 2.00 0.00 10.00 10.00 41.00 24.00

27 1990 125.00 42.00 49.00 19.00 32.00 51.00 4.00 22.00 37.00 65.00 86.00

28 1991 129.00 73.00 135.00 38.00 49.00 22.00 3.00 1.00 16.00 37.00 54.00

29 1992 69.00 107.00 53.00 12.00 0.00 24.00 20.00 46.00 22.00 37.00 35.00

30 1993 159.00 94.00 146.00 57.00 41.00 2.00 9.00 43.00 41.00 91.00 130.00

31 1994 105.00 116.00 121.00 52.00 1.00 2.00 0.00 4.00 9.00 28.00 73.00

32 1995 140.00 171.00 134.00 41.00 2.00 0.00 21.00 7.00 9.00 38.00 72.00

33 1996 179.00 219.00 102.00 52.00 19.00 0.00 4.00 20.00 24.00 34.00 44.00

34 1997 215.00 144.00 112.00 45.00 31.00 2.00 3.00 54.00 42.00 33.00 80.00

35 1998 168.00 82.00 80.00 55.00 11.00 2.00 12.00 1.00 13.00 44.00 48.00

36 1999 113.00 148.00 136.00 38.00 4.00 4.00 13.00 1.00 14.00 31.00 34.00

37 2000 139.00 202.00 107.00 13.00 6.00 24.00 20.00 17.00 21.00 115.00 39.00

38 2001 197.00 111.00 282.00 40.00 90.00 10.00 23.00 19.00 7.00 34.00 58.00

39 2002 152.00 137.00 136.00 71.00 0.00 3.00 0.00 12.00 34.00 3.00 17.00

40 2003 193.00 91.00 120.00 45.00 1.00 5.00 2.00 0.00 60.00 27.00 61.00

Nº DATOS 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00

MEDIA 135.35 125.85 117.83 39.80 15.78 7.28 7.05 13.10 31.58 44.38 52.05

DESV.STD 56.41 59.22 50.29 25.62 19.40 11.03 7.72 14.55 24.22 27.58 28.09

C.V. 0.42 0.47 0.43 0.64 1.23 1.52 1.10 1.11 0.77 0.62 0.54

P.MAXIMA 275.00 248.00 282.00 116.00 90.00 51.00 25.00 54.00 106.00 115.00 136.00

P.MINIMA 4.00 28.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 14.00




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HISTOGRAMA


PRECIPITACION (mm)


APURIMAC

ANDAHUAYLAS

ANDAHUAYLAS

DIC TOTAL MEDIA

124.00 867.00 72.25

76.00 537.00 44.75

77.00 664.00 55.33

206.00 922.00 76.83

43.00 607.00 50.58

70.00 664.00 55.33

133.00 814.00 67.83

103.00 867.00 72.25

74.00 711.00 59.25

125.00 904.00 75.33

66.00 805.00 67.08

142.00 898.00 74.83

115.00 880.00 73.33

92.00 734.00 61.17

54.00 667.00 55.58

21.00 289.00 24.08

88.00 494.00 41.17

21.00 257.00 21.42

133.00 477.00 39.75

27.00 374.00 31.17

102.00 617.00 51.42

103.00 798.00 66.50

52.00 407.00 33.92

224.00 685.00 57.08

194.00 616.00 51.33

40.00 824.00 68.67

197.00 729.00 60.75

47.00 604.00 50.33

38.00 463.00 38.58

143.00 956.00 79.67

99.00 610.00 50.83

74.00 709.00 59.08

41.00 738.00 61.50

53.00 814.00 67.83

67.00 583.00 48.58

86.00 622.00 51.83

82.00 785.00 65.42

99.00 970.00 80.83

129.00 694.00 57.83

110.00 715.00 59.58

40.00 40.00 40.00

94.25 684.28 57.02

49.87 174.34 14.53

0.53 0.25 0.25

224.00 970.00 80.83

21.00 257.00 21.42

FECHA: 7/1/2016 18:07

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HISTOGRAMA


PRECIPITACION (mm)

ANALISIS DE DOBLE MASA

AÑOABANCAY ANTABAMBA AYMARAES CURAHUASI

PARCIAL ACUMULADO PARCIAL ACUMULADO PARCIAL ACUMULADO PARCIAL ACUMULADO

1999 61.23 61.23 49.14 49.14 36.84 36.84 47.30 47.30

2000 47.16 108.39 36.20 85.34 46.10 82.94 51.90 99.20

2001 56.00 164.39 40.76 126.10 46.75 129.69 48.77 147.97

2002 55.94 220.33 65.53 191.63 53.62 183.32 67.92 215.89

2003 58.28 278.61 38.73 230.36 61.92 245.23 57.48 273.37

2004 57.85 336.46 40.68 271.04 44.46 289.69 59.80 333.17

2005 58.91 395.37 50.15 321.19 59.44 349.13 59.46 392.62

2006 56.64 452.01 57.68 378.87 51.36 400.49 72.33 464.96

2007 52.16 504.17 49.87 428.74 47.18 447.67 70.23 535.19

2008 68.03 572.20 59.33 488.07 52.27 499.94 61.60 596.79

GRAFICOS DE DOBLE MASA

1 2 3 4 5 6 7 8 9 100.00

100.00

200.00

300.00

400.00

500.00

600.00

700.00

ABANCAY

ANTABAMBA

AYMARAES

CURAHUASI

PRECIPITACION ACUMULADA (mm)

PRECIPITACION ESTACION (mm)

1 2 3 4 5 6 7 8 9 100.00

100.00

200.00

300.00

400.00

500.00

600.00

700.00

ABANCAY

ANTABAMBA

AYMARAES

CURAHUASI

PRECIPITACION ACUMULADA (mm)

PRECIPITACION ESTACION (mm)

REGIONALIZACION DE DATOS

ESTACION ALTURA PRECIPITACION

msnm MEDIA (mm)

ABNACAY 2776.0 28.46

ANDAHUAYLAS 2933.0 30.74

CHALHUANCA 3358.0 27.78

ANTABAMBA 3817.0 39.55

CUENCA 2850.0 NN

MEDIA 3221.0 31.6DESV ESTÁNDAR 467.2 5.4

Y = 0.0089*2850+ 2.8144Y = 28.179 Precipitación Regionalizada

para la Cuenca en Estudio

FACTOR DE CORRECCION = Precipit anual media CuencaPrecip anual media estación índice

LA COTA ESTABLECIDA PARA EL PUENTE

FC = 28.18 0.8931.63

2600 2800 3000 3200 3400 3600 3800 400020

f(x) = 0.0089469489x + 2.8143774448R² = 0.5931413447f(x) = 0.0089469489x + 2.8143774448


Altura (m.s.n.m.)

Precipitación (mm/año)


Precipitación Regionalizadapara la Cuenca en Estudio

Precipit anual media CuencaPrecip anual media estación índice

2600 2800 3000 3200 3400 3600 3800 400020

f(x) = 0.0089469489x + 2.8143774448R² = 0.5931413447f(x) = 0.0089469489x + 2.8143774448


Altura (m.s.n.m.)

Precipitación (mm/año)

Estudio Definitivo - Componente de Infraestructura

ECUACIONES DE INFLUENCIA EN FUNCION A ESTACIONES BASE

CODIGO ESTACION Latitud Longitud Altitud FACTORES DE CORRECCION ALTITUDINAL (ai)

º ' " º ' " Media 0 0 0 0

E1 ABANCAY 13 38 0 13.6333 72 53 0 72.8833 2791.00 1.25 1.25 1.26 1.23

E2 ANTABAMBA 14 38 0 14.6333 73 10 0 73.1667 2,866.00 1.22 1.21 1.23 1.20

E3 AYMARAES 13 31 0 13.5167 73 40 0 73.6667 2,584.00 1.35 1.35 1.36 1.33

E4 CURAHUASI 14 25 0 14.4167 72 52 0 72.8667 3624.00 0.97 0.96 0.97 0.95

ESTACIONES EN ESTUDIO (E.E.i) ECUACIONES DE PRECIPITACION DE LAS ESTACIONES EN ESTUDIO EN FUNCION DE LAS ESTACIONES BASE (E.E.i = SUMATORIA ai x bi x Ei)

CHAPIMARCA 13 32 49 3 73 38 54 5 3,500.00 CHAPIMARCA 0.315 0.305 0.337

COTAHUARCAY 13 29 35 13.4931 73 38 30 73.6417 3,480.00 COTAHUARCAY 0.050 0.031 1.223

CURASCO 13 29 23 13.4897 73 39 38 73.6606 3,520.00 CURASCO 0.041 0.025 1.262

AIRIHUANCA 13 32 1 13.5336 73 39 1 73.6503 3,430.00 AIRIHUANCA 0.035 0.022 1.240

TAMBO 13 31 23 13.5231 73 41 15 4 2,668.00 TAMBO 0.240 0.233 0.256

ESTACIONES BASE (Ei)

x E1+ x E

2+

x E1+ x E

2+

x E1+ x E

2+

x E1+ x E

2+

x E1+ x E

2+


ECUACIONES DE INFLUENCIA EN FUNCION A ESTACIONES BASE

Cuadro Nº 2.2.14

FACTORES DE CORRECCION ALTITUDINAL (ai) FACTORES DE INFL. GEOGRAFICA (bi)

0 0 0 0 0 0 0

1.23 0.96 0.251 0.041 0.032 0.028 0.251

1.20 0.93 0.250 0.025 0.021 0.018 0.250

1.33 1.03 0.248 0.908 0.926 0.935 0.248

0.95 0.74 0.251 0.026 0.021 0.019 0.251

ECUACIONES DE PRECIPITACION DE LAS ESTACIONES EN ESTUDIO EN FUNCION DE LAS ESTACIONES BASE (E.E.i = SUMATORIA ai x bi x Ei)

0.242 0.000 0.000 0.000 0.000 0.000

0.025 0.000 0.000 0.000 0.000 0.000

0.020 0.000 0.000 0.000 0.000 0.000

0.018 0.000 0.000 0.000 0.000 0.000

0.185 0.000 0.000 0.000 0.000 0.000

x E3 + x E

4 + x E

5 + x E

6 + x E

7 + x E

8 + x E

9

x E3 + x E

4 + x E

5 + x E

6 + x E

7 + x E

8 + x E

9

x E3 + x E

4 + x E

5 + x E

6 + x E

7 + x E

8 + x E

9

x E3 + x E

4 + x E

5 + x E

6 + x E

7 + x E

8 + x E

9

x E3 + x E

4 + x E

5 + x E

6 + x E

7 + x E

8 + x E

9

INFORMACION METEOROLOGICA GENERADAPrecipitación Mensual Acumulada (mm)

ESTACION: CHAPIMARCA LAT: 15º 18' Departamento :

LONG: 73º 21' Provincia :

ALT: 3,500 msnm Distrito :

ITEM AÑO ENE FEB MAR ABR MAY JUN JUL AGO SET OCT

1 1999 120.29 108.68 145.48 30.85 53.28 25.89 9.72 19.12 11.50 17.80

2 2000 110.37 177.18 117.89 24.57 13.73 20.50 13.89 7.46 8.41 31.11

3 2001 174.59 127.18 122.02 31.59 50.72 16.50 9.26 8.40 5.57 25.30

4 2002 143.66 200.05 150.00 32.17 40.19 8.00 14.68 16.99 11.16 26.97

5 2003 190.69 148.18 149.00 41.26 16.88 9.68 12.73 9.29 14.24 34.12

6 2004 117.93 126.86 154.34 47.38 48.10 15.88 2.15 7.46 8.51 23.16

7 2005 225.49 156.16 145.00 16.52 31.94 3.54 8.59 4.01 10.08 29.73

8 2006 139.79 249.10 143.60 51.09 25.10 10.95 11.10 0.64 4.04 26.99

9 2007 176.95 190.48 117.90 31.97 47.58 20.45 12.62 29.80 7.40 23.50

10 2008 196.28 227.89 173.69 47.86 32.18 25.30 8.28 6.44 5.97 12.40

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 159.60 171.18 141.89 35.53 35.97 15.67 10.30 10.96 8.69 25.11

DESV.STD 36.78 43.69 16.90 10.54 13.51 7.13 3.45 8.17 2.95 6.06

C.V. 0.23 0.26 0.12 0.30 0.38 0.45 0.33 0.75 0.34 0.24

P.MAXIMA 225.49 249.10 173.69 51.09 53.28 25.89 14.68 29.80 14.24 34.12

P.MINIMA 110.37 108.68 117.89 16.52 13.73 3.54 2.15 0.64 4.04 12.40




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PRECIPITACION (mm)

INFORMACION METEOROLOGICA GENERADAPrecipitación Mensual Acumulada (mm)

APURIMAC

ABANCAY

CURAHUASI

Cuadro Nº 2.2.15

NOV DIC TOTAL MEDIA

67.94 103.12 713.7 59.5

41.54 99.15 665.8 55.5

47.53 91.25 709.9 59.2

15.80 119.70 779.4 64.9

55.65 97.31 779.0 64.9

49.24 119.80 720.8 60.1

12.40 144.28 787.7 65.6

46.79 133.52 842.7 70.2

16.70 76.03 751.4 62.6

49.21 74.39 859.9 71.7

10.00 10.00 10.00 10.00

40.28 105.86 761.03 63.42

17.86 22.02 57.84 4.82

0.44 0.21 0.08 0.08

67.94 144.28 859.90 71.66

12.40 74.39 665.81 55.48

FECHA: 7/1/2016 18:07

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HISTOGRAMA


PRECIPITACION (mm)

REGISTRO HIDROMETEOROLOGICO GENERADOPrecipitación Mensual Acumulada (mm)

ESTACION: COTAHUARCAY LAT: 13º 29' 35" Departamento :

LONG: 73º 38' 30" Provincia :



1 1999 93.54 79.60 111.96 17.18 68.97 15.89 19.69 2.72 13.83 16.41

2 2000 120.25 167.02 132.56 17.71 19.42 4.40 14.69 10.52 13.56 88.88

3 2001 186.91 100.36 115.86 80.70 69.83 0.40 1.23 1.02 0.59 28.13

4 2002 97.82 219.70 134.71 16.48 51.04 11.93 11.13 13.61 9.46 59.83

5 2003 246.95 172.81 164.87 50.86 14.03 1.06 20.51 19.19 16.86 64.58

6 2004 104.53 84.51 136.69 56.14 55.53 36.32 0.28 6.81 2.21 15.32

7 2005 284.98 180.06 104.38 15.88 42.13 5.13 7.10 6.43 10.04 22.99

8 2006 133.01 287.01 160.35 46.08 20.61 18.95 13.65 1.25 0.59 35.00

9 2007 146.04 170.81 115.59 29.07 51.73 6.33 31.01 45.36 12.65 27.17

10 2008 183.89 234.85 157.49 29.85 46.62 5.91 4.39 6.81 6.08 37.71

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 159.79 169.67 133.45 35.99 43.99 10.63 12.37 11.37 8.59 39.60

DESV.STD 61.92 63.89 20.58 20.70 18.96 10.32 9.15 12.54 5.61 22.75

C.V. 0.39 0.38 0.15 0.58 0.43 0.97 0.74 1.10 0.65 0.57

P.MAXIMA 284.98 287.01 164.87 80.70 69.83 36.32 31.01 45.36 16.86 88.88

P.MINIMA 93.54 79.60 104.38 15.88 14.03 0.40 0.28 1.02 0.59 15.32




HIST OGRAM AHISTOGRAMA

0

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400

HISTOGRAMA


PRECIPITACION (mm)


APURIMAC

ABANCAY

CURAHUASI

Cuadro Nº 2.2.16

NOV DIC TOTAL MEDIA

88.30 82.09 610.2 50.8

69.09 76.02 734.1 61.2

79.37 85.35 749.8 62.5

99.15 140.56 865.4 72.1

37.29 166.62 975.6 81.3

53.49 168.73 720.6 60.0

78.86 186.42 944.4 78.7

46.53 68.09 831.1 69.3

65.43 62.28 763.4 63.6

48.41 86.70 848.7 70.7

10.00 10.00 10.00 10.00

66.59 112.29 804.33 67.03

19.02 45.27 104.72 8.73

0.29 0.40 0.13 0.13

99.15 186.42 975.63 81.30

37.29 62.28 610.17 50.85

FECHA: 7/1/2016 18:07


0

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350

400

HISTOGRAMA


PRECIPITACION (mm)


ESTACION: CURASCO LAT: 13º 29' 23" Departamento :




1 1999 93.68 79.68 112.13 16.96 70.24 16.23 20.17 2.21 14.05 16.61

2 2000 121.81 168.67 134.32 17.75 19.79 4.51 14.88 10.69 13.85 91.49

3 2001 189.08 100.56 116.90 82.97 71.20 0.33 1.00 0.83 0.48 28.67

4 2002 97.71 222.71 135.38 16.17 51.92 12.16 11.19 13.75 9.52 61.47

5 2003 251.27 175.21 166.88 51.78 14.08 0.87 20.95 19.69 17.13 66.12

6 2004 105.59 84.21 137.57 56.85 56.37 37.27 0.22 6.87 2.07 15.37

7 2005 289.96 182.43 105.07 16.04 42.79 5.24 7.10 6.56 10.16 23.15

8 2006 134.63 291.34 162.71 46.56 20.77 19.41 13.86 1.29 0.48 35.67

9 2007 146.79 172.29 116.86 29.36 52.48 6.21 31.89 46.22 12.96 27.81

10 2008 185.58 237.71 158.78 29.61 47.51 5.82 4.32 6.90 6.14 38.33

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 161.61 171.48 134.66 36.40 44.72 10.80 12.56 11.50 8.68 40.47

DESV.STD 63.41 65.26 21.05 21.38 19.35 10.64 9.46 12.84 5.77 23.51

C.V. 0.39 0.38 0.16 0.59 0.43 0.98 0.75 1.12 0.66 0.58

P.MAXIMA 289.96 291.34 166.88 82.97 71.20 37.27 31.89 46.22 17.13 91.49

P.MINIMA 93.68 79.68 105.07 16.04 14.08 0.33 0.22 0.83 0.48 15.37




0

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200

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350

400

HISTOGRAMA


PRECIPITACION (mm)


APURIMAC

ABANCAY

CURAHUASI

Cuadro Nº 2.2.17

NOV DIC TOTAL MEDIA

90.03 82.23 614.2 51.2

70.65 76.24 744.7 62.1

81.18 86.24 759.4 63.3

100.73 142.89 875.6 73.0

37.25 170.46 991.7 82.6

54.09 171.90 728.4 60.7

80.10 189.78 958.4 79.9

46.90 66.84 840.5 70.0

66.48 62.67 772.0 64.3

48.93 87.99 857.6 71.5

10.00 10.00 10.00 10.00

67.63 113.72 814.25 67.85

19.58 46.75 107.52 8.96

0.29 0.41 0.13 0.13

100.73 189.78 991.68 82.64

37.25 62.67 614.22 51.19

FECHA: 7/1/2016 18:07

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HISTOGRAMA


PRECIPITACION (mm)

Estudio Definitivo - Componente de Infraestructura Ingeniería Básica del Proyecto - Estudios de Hidrología e Hidráulica


ESTACION: AIRIHUANCA LAT: 13º 32' 01" Departamento :




1 1999 90.85 77.27 108.74 16.33 68.67 15.89 19.78 1.90 13.72 16.20

2 2000 118.77 164.23 130.99 17.21 19.36 4.43 14.51 10.43 13.56 89.88

3 2001 184.25 97.54 113.78 81.47 69.65 0.28 0.86 0.72 0.42 28.04

4 2002 94.65 217.23 131.52 15.53 50.73 11.89 10.88 13.39 9.26 60.34

5 2003 245.52 170.92 162.66 50.61 13.66 0.75 20.50 19.31 16.73 64.80

6 2004 102.83 81.47 133.74 55.42 55.02 36.56 0.19 6.69 1.94 14.92

7 2005 283.32 177.90 102.14 15.61 41.78 5.13 6.89 6.42 9.91 22.52

8 2006 131.23 284.36 158.79 45.35 20.21 19.03 13.53 1.26 0.41 34.89

9 2007 142.61 167.66 113.84 28.58 51.22 5.96 31.31 45.19 12.70 27.25

10 2008 180.64 231.70 154.48 28.58 46.47 5.59 4.15 6.73 5.98 37.44

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 157.47 167.03 131.07 35.47 43.67 10.55 12.26 11.20 8.46 39.63

DESV.STD 62.15 63.89 20.62 21.04 18.94 10.45 9.31 12.59 5.66 23.14

C.V. 0.39 0.38 0.16 0.59 0.43 0.99 0.76 1.12 0.67 0.58

P.MAXIMA 283.32 284.36 162.66 81.47 69.65 36.56 31.31 45.19 16.73 89.88

P.MINIMA 90.85 77.27 102.14 15.53 13.66 0.28 0.19 0.72 0.41 14.92





0

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HISTOGRAMA

MESES (PERIODO 1,963-2,000)

PRECIPITACION (mm)

0

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PRECIPITACION (mm)



APURIMAC

ABANCAY

CURAHUASI

Cuadro Nº 2.2.18

NOV DIC TOTAL MEDIA

88.06 79.75 597.1 49.8

69.20 73.99 726.6 60.5

79.51 83.99 740.5 61.7

98.36 139.57 853.3 71.1

36.08 166.99 968.5 80.7

52.69 168.07 709.5 59.1

78.20 185.48 935.3 77.9

45.62 64.20 818.9 68.2

64.92 60.92 752.2 62.7

47.65 85.87 835.3 69.6

10.00 10.00 10.00 10.00

66.03 110.88 793.73 66.14

19.24 46.00 105.51 8.79

0.29 0.41 0.13 0.13

98.36 185.48 968.54 80.71

36.08 60.92 597.14 49.76

FECHA: 7/1/2016 18:07


0

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HISTOGRAMA

MESES (PERIODO 1,963-2,000)

PRECIPITACION (mm)

0

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PRECIPITACION (mm)

Estudio Definitivo - Componente de Infraestructura Ingeniería Básica del Proyecto - Estudios de Hidrología e Hidráulica


ESTACION: TAMBO LAT: 13º 31' 23.9" Departamento :

LONG: 73º 41' 15.4" Provincia :



1 1999 91.68 82.85 110.89 23.52 40.61 7.36 7.40 14.57 8.77 13.58

2 2000 84.12 135.06 89.84 18.73 10.46 1.80 10.59 5.68 6.41 23.70

3 2001 133.04 96.93 93.00 24.07 38.66 1.92 7.06 6.41 4.25 15.74

4 2002 109.53 152.48 128.66 24.52 30.63 6.10 11.19 12.96 8.51 20.56

5 2003 145.33 112.92 113.54 31.46 12.86 7.38 9.70 7.08 10.86 25.99

6 2004 89.92 96.70 117.64 36.10 36.66 12.10 1.64 5.68 6.49 17.67

7 2005 171.87 118.99 91.96 12.60 24.33 2.70 6.54 3.05 7.68 22.67

8 2006 106.59 189.87 109.46 38.96 19.14 8.35 8.46 0.49 3.08 20.57

9 2007 134.89 145.21 89.87 24.37 36.27 8.30 9.61 22.70 5.64 12.77

10 2008 149.62 173.71 132.40 36.48 24.52 7.92 6.31 4.91 4.55 24.15

Nº DATOS 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00

MEDIA 121.66 130.47 107.73 27.08 27.42 6.39 7.85 8.35 6.62 19.74

DESV.STD 28.03 33.31 15.15 8.03 10.30 3.15 2.63 6.22 2.25 4.37

C.V. 0.23 0.26 0.14 0.30 0.38 0.49 0.33 0.74 0.34 0.22

P.MAXIMA 171.87 189.87 132.40 38.96 40.61 12.10 11.19 22.70 10.86 25.99

P.MINIMA 84.12 82.85 89.84 12.60 10.46 1.80 1.64 0.49 3.08 12.77





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PRECIPITACION (mm)



APURIMAC

ABANCAY

CURAHUASI

Cuadro Nº 2.2.19

NOV DIC TOTAL MEDIA

51.80 78.59 531.6 44.3

31.65 75.59 493.6 41.1

36.22 69.56 526.9 43.9

63.05 91.25 659.4 55.0

42.43 74.15 593.7 49.5

37.52 91.29 549.4 45.8

51.80 109.97 624.2 52.0

35.65 101.78 642.4 53.5

42.54 57.96 590.1 49.2

37.51 56.70 658.8 54.9

10.00 10.00 10.00 10.00

43.02 80.69 587.01 48.92

9.20 16.78 56.31 4.69

0.21 0.21 0.10 0.10

63.05 109.97 659.44 54.95

31.65 56.70 493.64 41.14

FECHA: 7/1/2016 18:07


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PRECIPITACION (mm)

Estudio Definitivo - Componente de Infraestructura

TEMPERATURA MINIMA MEDIA MENSUAL

ESTACIONESALTITUD MESES

msnm JUL AGO SET OCT NOV DIC ENE FEB MAR

ABANCAY 2,784 2.10 4.00 6.20 6.50 7.00 7.30 7.50 7.80 9.30CURAHUASI 2,646 2.30 5.00 6.20 6.60 6.90 6.90 7.00 7.00 6.90 ANTABAMBA 3,624 1.80 4.00 5.20 5.90 6.00 6.12 6.20 5.60 5.10AYMARAES 2,636 2.33 4.90 6.10 6.00 6.50 6.40 7.00 6.00 6.60

a 4.49 5.56 7.38 7.68 8.15 8.62 9.09 9.25 9.41ECUACION DE REGRESION b -0.0004 -0.0002 -0.0004 -0.0005 -0.0007 -0.0010 -0.0010 -0.0011 -0.0010

r -0.22 -0.21 -0.54 -0.94 -0.57 -0.50 -0.55 -0.68 -0.64CHAPIMARCA 3,500 2.96 4.84 5.99 5.95 5.58 5.18 5.44 5.32 5.91COTAHUARCAY 3,480 2.97 4.85 6.00 5.96 5.59 5.20 5.46 5.35 5.93CURASCO 3,520 2.96 4.84 5.98 5.94 5.56 5.16 5.42 5.30 5.89AIRIHUANCA 3,430 2.99 4.86 6.02 5.99 5.63 5.25 5.52 5.40 5.98TAMBO 2,668 3.33 5.02 6.32 6.36 6.19 6.00 6.31 6.26 6.74

31.43

TEMPERATURA MEDIA MENSUAL


msnm JUL AGO SET OCT NOV DIC ENE FEB MAR



r -1.00 -1.00 -0.48 -0.52 -0.34 -0.43 -0.44 -0.47 -0.63CHAPIMARCA 3,500 10.03 9.29 12.01 13.01 13.61 12.67 12.36 12.10 11.02COTAHUARCAY 3,480 10.10 9.34 12.02 13.03 13.65 12.72 12.41 12.15 11.10CURASCO 3,520 9.95 9.25 11.99 12.98 13.57 12.61 12.30 12.04 10.94AIRIHUANCA 3,430 10.30 9.45 12.05 13.09 13.75 12.85 12.54 12.30 11.31TAMBO 2,668 13.34 11.21 12.57 14.01 15.29 14.84 14.54 14.52 14.48

TEMPERATURA MAXIMA MEDIA MENSUAL


Fuente: SENAMHI - Evaluaciòn de Recursos Hídricos parte alta de la cuenca del río Apurimac.

Fuente: SENAMHI - Evaluaciòn de Recursos Hídricos parte alta de la cuenca del río Apurimac.

ESTACIONESmsnm JUL AGO SET OCT NOV DIC ENE FEB MAR



r -0.67 -0.25 -0.46 -0.40 -0.38 -0.19 -0.26 -0.41 -0.25CHAPIMARCA 3,500 19.50 20.08 21.36 21.86 22.03 21.98 21.13 19.92 20.74COTAHUARCAY 3,480 19.54 20.10 21.40 21.91 22.07 22.00 21.15 19.96 20.76CURASCO 3,520 19.47 20.06 21.32 21.82 21.99 21.96 21.11 19.88 20.72AIRIHUANCA 3,430 19.63 20.15 21.51 22.03 22.18 22.05 21.21 20.07 20.81TAMBO 2,668 21.05 20.90 23.13 23.80 23.80 22.80 22.09 21.64 21.61Fuente: SENAMHI - Evaluaciòn de Recursos Hídricos parte alta de la cuenca del río Apurimac.


TEMPERATURA MINIMA MEDIA MENSUALCuadro Nº 2.2.20

MESESMEDIA

ABR MAY JUN

9.10 3.70 3.50 6.179.30 3.90 4.00 6.008.60 2.00 2.60 4.939.50 3.50 3.20 5.67

7.65 5.42 4.21 7.240.0003 -0.0006 -0.0001 -0.0006

0.34 -0.47 -0.07 -0.918.79 3.45 3.91 5.288.78 3.46 3.91 5.298.80 3.43 3.91 5.278.77 3.48 3.91 5.328.52 3.92 3.98 5.74

5.38

TEMPERATURA MEDIA MENSUAL

MESESMEDIA

ABR MAY JUN

13.00 13.50 12.40 15.0413.50 13.60 13.10 12.78

9.30 9.00 9.00 10.6513.20 12.50 12.60 13.28

24.43 24.79 23.28 21.45-0.0042 -0.0043 -0.0039 -0.0029

-1.00 -0.95 -0.99 -0.769.84 9.65 9.50 11.269.93 9.74 9.58 11.319.76 9.56 9.42 11.20

10.14 9.95 9.78 11.4613.31 13.25 12.78 13.68

11.78

TEMPERATURA MAXIMA MEDIA MENSUAL

MESESMEDIA

ABR MAY JUNMEDIA

23.81 23.99 23.48 23.8223.70 22.70 22.10 23.2019.60 17.00 18.50 18.7023.50 20.20 19.80 20.5226.55 29.24 27.64 26.95

-0.0012 -0.0026 -0.0021 -0.0017-0.33 -0.46 -0.51 -0.3822.18 19.98 20.17 20.9122.21 20.03 20.21 20.9522.16 19.93 20.13 20.8822.27 20.16 20.32 21.0323.22 22.18 21.94 22.35

21.22

VARIABLES CLIMATICAS

ALTITUD : 2,784 m.s.n.m. LATITUD : 13º 29' 35"

VARIABLESUNIDAD

MESESJUL AGO SET OCT NOV DIC ENE FEB MAR ABR

PRECIPITACION MEDIA MENSUAL mm 12.37 11.37 8.59 39.60 66.59 112.29 159.79 169.67 133.45 35.99

DESVIACION ESTANDAR mm 9.15 12.54 5.61 22.75 19.02 45.27 61.92 63.89 20.58 20.70

PRECIPITACION AL 75 % PERSISTENCIA mm 6.19 2.91 4.80 24.26 53.77 81.75 118.03 126.58 119.56 22.03

PRECIPITACION EFECTIVA (USDA) mm 1.69 5.80 21.30 41.10 42.40 72.90 106.20 101.50 97.20 27.70

1.53 5.35 20.96 37.22 38.49 63.96 77.91 83.71 79.21 24.88

TEMPERATURA MEDIA MENSUAL Cº 10.10 9.34 12.02 13.03 13.65 12.72 12.41 12.15 11.10 9.93

TEMPERATURA MINIMA MEDIA MENSUAL Cº 2.97 4.85 6.00 5.96 5.59 5.20 5.46 5.35 5.93 8.78

TEMPERATURA MAXIMA MEDIA MENSUAL Cº 19.54 20.10 21.40 21.91 22.07 22.00 21.15 19.96 20.76 22.21

N° DE DIAS POR MES Dias 31.00 31.00 30.00 31.00 30.00 31.00 31.00 28.00 31.00 30.00

1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.17 1.17

mm/dia 362.74 402.26 436.52 489.80 492.72 510.67 516.13 459.20 475.09 412.52

hr/mes 233.20 226.20 213.80 224.20 198.20 166.10 147.70 141.60 166.70 200.20

hr/mes 258.10 233.30 196.20 198.30 175.30 153.10 130.50 126.60 152.10 192.10

hr/mes 249.60 243.60 205.50 213.20 186.60 161.20 140.30 131.60 158.60 187.80

H.DE SOL TOTAL MENSUAL - TINTAY - AREA DE CULTIV hr/mes 246.97 234.37 205.17 211.90 186.70 160.13 139.50 133.27 159.13 193.37

hr/día 7.97 7.56 6.84 6.84 6.22 5.17 4.50 4.76 5.13 6.45

hr/mes 353.10 361.47 360.00 385.63 382.19 400.20 397.10 351.11 377.27 354.00

227.52 242.93 247.15 272.31 258.28 242.27 229.43 212.18 231.41 228.66

mm. 99.95 103.79 116.03 132.18 127.88 116.40 109.11 100.06 105.30 99.81

% 65.50 65.50 67.50 71.50 71.00 71.00 76.00 75.50 76.00 72.50

FACTOR DE CORRECCION POR ALTURA (F.C.A.)

RADIACION EXTRA-TERRESTRE (Ra)

H.DE SOL TOTAL MENSUAL - E. ABANCAY (n1)

H.DE SOL TOTAL MENSUAL - E. K'AYRA (n2)

H.DE SOL TOTAL MENSUAL - E. PERAYOC (n3)

(n = (n1+n2+n3)/3)

HORAS TEORICAS DE FUERTE INSOLACION (N)

RADIACION SOLAR MEDIA (R.S.M)

EVAPOTRANSPIRACION POTENCIAL (E.T.P.) (1)

HUMEDAD RELATIVA MEDIA MENSUAL (H.R.) **

** Tomada de la Estacion Abancay 1) Hargreaves 2) Penman-Monteih USDA : Soil Conservation Service Method USBR : United States Bureau of Reclamation Method

Fuente: Elaboración Propia

VARIABLES CLIMATICAS

ALTITUD MEDIA :

Cuadro N° 1.2.16

MESESTOTAL PROMEDIOMAY JUN

JUL43.99 10.63 804.33 67.03

18.96 10.32 226.85 18.90

31.21 3.67 594.76 49.56

5.90 2.30 525.99 43.83

5.45 2.09 AGO

9.74 9.58 11.31

3.46 3.91 5.29

20.03 20.21 20.95

31.00 30.00 365.00 30.42

ENE

1.17 1.17 1.17

378.24 339.04 5,274.93 439.58

ABR

222.20 222.60 2,362.70 196.89

235.60 242.70 2,293.90 191.16

237.20 237.40 2,352.60 196.05

231.67 234.23 2,336.40 194.70

7.47 7.81 76.71 6.39

355.27 338.71 4,416.05 368.00

229.08 211.46 2,832.70 236.06

99.31 91.15 1,300.96 108.41

68.50 67.00 70.63

847.50 70.625

Cédula de Cultivo del proyecto

Proyecto: Construccion del sistema de Riego por Aspersion en la Comunidad de Curahuasi Sector Ayaurco

AREA HAS

M E S E SEne Feb Mar Abr May Jun Jul Ago Set

Maíz 5.79 Maíz

Anis 5.79 Has

Frijol3.00 3.00

Maiz 3 Has

Anís8.00 8.00

Arveja verde 8 Has

Hortalizas5.00 5.00

Anis 5 Has

Alfalfa4.00 Alfalfa

Area Cultivada : Hás 22.79 25.79 25.79 20.79 17.79 22.79 25.79 25.79 25.79

% de área cultivada 88.4 113.2 100.0 80.6 85.6 88.4 113.2 100.0 100.0

Cultivo Base Area (ha)Ene Feb Mar Abr May Jun Jul Ago Set

Maíz 5.79 5.79 5.79 5.79 5.79 5.79 5.79 5.79 5.79 5.79

Frijol 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

Anís 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00

Hortalizas 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

Alfalfa 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00

Total 25.79 22.79 25.79 25.79 20.79 17.79 22.79 25.79 25.79 25.79

Valores de Kc por cultivo


Cultivo Base Area (ha)Ene Feb Mar Abr May Jun Jul Ago Set

Maíz 5.79 0.97 0.80 0.33 0.27 0.72 0.95 0.97 0.80 0.33

Trigo 3.00 1.00 0.38 0.88 0.98 0.43 1.00 0.27 0.72 0.95

Anís 8.00 0.95 0.97 0.80 0.33 1.00 0.32 0.81 0.98 0.87

Hortalizas 5.00 0.88 0.98 0.43 1.00 0.27 0.72 0.95 0.97 0.8

Alfalfa 4.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Area (has) 25.79 22.79 25.79 25.79 20.79 17.79 22.79 25.79 25.79 25.79

108.52 105.32 104.26 102.10 100.00 100.85 104.91 112.23 115.07Kc ponderado 1.08 0.87 0.66 0.78 1.06 0.82 0.84 0.91 0.76

117.21 91.60 69.13 79.28 105.73 82.57 88.09 102.19 87.99

Pe (mm/mes) 75% 134.79 141.71 130.50 28.42 26.86 10.86 7.98 5.45 6.70

Def hum (mm/mes) -17.58 -50.10 -61.37 50.86 78.87 71.71 80.12 96.73 81.29

-175.82 -501.03 -613.66 508.55 788.70 717.11 801.18 967.34 812.94

Efic. de riego (%)* 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

-234.43 -668.04 -818.22 678.07 1,051.60 956.15 1,068.24 1,289.79 1,083.93

Dias del mes 31 28 31 30 31 30 31 31 31

-7.56 -23.86 -26.39 22.60 33.92 31.87 34.46 41.61 34.97

Tiempo (horas) 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00

Mr (lit/seg/ha) 0.00 0.00 0.00 0.26 0.39 0.37 0.40 0.48 0.40

Q requerido (lit/seg) 0.00 0.00 0.00 5.44 6.98 8.41 10.29 12.42 10.44

0.000 0.000 0.000 0.005 0.007 0.008 0.010 0.012 0.010

Vol. (m3/mes) 0.00 0.00 0.00 14,097.13 18,707.99 21,790.73 27,549.94 33,263.73 27,954.47

Vol. Agua proyecto(m3) /A 177,622.54

Caudal disponible del riachuelo Asmayacu (Oferta)

AREA AGRICOLA DE AYAORCCO

BALANCE OFERTA DEMANDA (CON PROYECTO)Ene Feb Mar Abr May Jun Jul Ago Set

Campaña grande

Eto (mm/mes)

Etc (mm/mes)

Req. neto (m3/ha/mes)

Req. bruto (m3/ha/mes)

Req. bruto (m3/ha/dia)

Q requerido (m3/seg)

Q disponible (lit/seg) 80.00 90.00 90.00 80.00 70.00 62.00 55.00 50.00 53.00

Q requerido (lit/seg) 0.00 0.00 0.00 5.44 6.98 8.41 10.29 12.42 10.44Balance Hídrico 80.00 90.00 90.00 74.56 63.02 53.59 44.71 37.58 42.56

Ene Feb Mar Abr May Jun Jul Ago Set Oct Nov Dic0.00

20.00

40.00

60.00

80.00

100.00

Q disponible (lit/seg)

Q requerido (lit/seg)



M E S E SAreaOct Nov Dic

Maiz 5.79 Has

5.79Anís

Maiz 3 Has 3.00Maíz

8.00Arveja verde

5.00Anís

Alfalfa 0.00

25.79 20.79 25.79 21.79 Total

100.0 80.6 113.2

Oct Nov DicArea (ha) Cultivo Rot.

5.79 5.79 5.79 5.79 Anís

3.00 3.00 3.00 3.00 Maíz

8.00 8.00 8.00 8.00 Arveja verde

5.00 5.00 5.00 Anís

4.00 4.00 4.00 0.00

25.79 20.79 25.79 21.79 Total


Oct Nov Dic

0.27 0.72 0.95

0.97 0.80 0.33

0.38 0.27 0.72

0.33 1.00 0.38

1.00 1.00 1.00

25.79 20.79 25.79

121.70 118.26 103.860.51 0.85 0.70

62.12 100.84 73.09

21.02 28.23 91.01

41.09 72.61 -17.91

410.94 726.11 -179.12

0.75 0.75 0.75

547.92 968.15 -238.82

31 30 31

17.67 32.27 -7.70

24.00 24.00 24.00

0.20 0.37 0.00

5.28 7.77 0.00

0.005 0.008 0.000

14,130.75 20,127.80 0.00

177,622.54


AREA AGRICOLA DE AYAORCCO

BALANCE OFERTA DEMANDA (CON PROYECTO)Oct Nov Dic

Campaña chica

58.00 65.00 70.00

5.28 7.77 0.0052.72 57.23 70.00


20.00

40.00

60.00

80.00

100.00




Proyecto: Construccion del sistema de Riego por Aspersion en la Comunidad de Curahuasi Sector Quiskapampa

CULTIVOS AREA HAS

M E S E S

Ene Feb Mar Abr May Jun Jul Ago Set Oct

Maiz2.00 Maiz Maiz 5.79 Has

Anis 5.79 Has

Trigo0.50 0.50

Maiz 3 Has

Papa3.00 3.00

Arveja verde 8 Has

Hortalizas1.00 1.00

Anis 5 Has

Alfalfa1.26 Alfalfa

Area Cultivada : Hás 7.26 7.76 7.76 6.76 4.76 7.26 7.76 7.76 7.76 7.76

% de área cultivada 93.6 106.9 100.0 87.1 70.4 93.6 106.9 100.0 100.0 100.0

Cultivo Base Area (ha)Ene Feb Mar Abr May Jun Jul Ago Set Oct

Maíz 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

Frijol 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50

Anís 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00 3.00

Hortalizas 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Alfalfa 1.26 1.26 1.26 1.26 1.26 1.26 1.26 1.26 1.26 1.26 1.26

Total 7.76 7.26 7.76 7.76 6.76 4.76 7.26 7.76 7.76 7.76 7.76



Cultivo Base Area (ha)Ene Feb Mar Abr May Jun Jul Ago Set Oct

Maíz 2.00 0.97 0.80 0.33 0.27 0.72 0.95 0.97 0.80 0.33 0.27

Trigo 0.50 1.00 0.38 0.88 0.98 0.43 1.00 0.27 0.72 0.95 0.97

Anís 3.00 0.95 0.97 0.80 0.33 1.00 0.32 0.81 0.98 0.87 0.38

Hortalizas 1.00 0.88 0.98 0.43 1.00 0.27 0.72 0.95 0.97 0.8 0.33

Alfalfa 1.26 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 ### 1.00

Area (has) 7.76 7.26 7.76 7.76 6.76 4.76 7.26 7.76 7.76 7.76 7.76

108.52 105.32 104.26 102.10 100.00 100.85 104.91 112.23 115.07 121.70Kc ponderado 1.02 0.89 0.67 0.63 1.30 0.74 0.87 0.92 0.75 0.48

111.06 94.19 69.73 64.64 129.94 74.18 90.78 103.12 86.08 58.89

Pe (mm/mes) 75% 134.79 141.71 130.50 28.42 26.86 10.86 7.98 5.45 6.70 21.02

Def hum (mm/mes) -23.74 -47.52 -60.77 36.22 103.08 63.31 82.81 97.67 79.38 37.87

-237.37 -475.19 -607.68 362.19 1,030.80 633.15 828.06 976.67 793.85 378.67

Efic. de riego (%)* 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

-316.49 -633.59 -810.24 482.92 1,374.40 844.19 1,104.08 1,302.22 1,058.46 504.90

Dias del mes 31 28 31 30 31 30 31 31 31 31

-10.21 -22.63 -26.14 16.10 44.34 28.14 35.62 42.01 34.14 16.29

Tiempo (horas) 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00

Mr (lit/seg/ha) 0.00 0.00 0.00 0.19 0.31 0.33 0.41 0.49 0.40 0.19

Q requerido (lit/seg) 0.00 0.00 0.00 1.26 1.49 2.36 3.20 3.77 3.07 1.46

0.000 0.000 0.000 0.001 0.001 0.002 0.003 0.004 0.003 0.001

Vol. (m3/mes) 0.00 0.00 0.00 3,264.56 3,992.33 6,128.85 8,567.63 10,105.24 8,213.66 3,917.99

Vol. Agua proyecto(m3) / 49,387.41


AREA AGRICOLA DE QUISKAPAMPA

BALANCE OFERTA DEMANDA (CON PROYECTO)

Eto (mm/mes)

Etc (mm/mes)

Req. neto (m3/ha/mes)

Req. bruto (m3/ha/mes)

Req. bruto (m3/ha/dia)

Q requerido (m3/seg)

Ene Feb Mar Abr May Jun Jul Ago Set OctQ disponible (lit/seg 80.00 90.00 90.00 80.00 70.00 62.00 55.00 50.00 53.00 58.00

Q requerido (lit/seg 0.00 0.00 0.00 1.26 1.49 2.36 3.20 3.77 3.07 1.46Balance Hídrico 80.00 90.00 90.00 78.74 68.51 59.64 51.80 46.23 49.93 56.54


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40.00

60.00

80.00

100.00





M E S E S

Area

Campaña chica

Nov Dic

Maiz 5.79 Has

2.00Anís

Maiz 3 Has 0.50Maíz

3.00Arveja verde

1.00Anís

Alfalfa 0.00

6.76 7.76 6.50 Total

87.1 106.9

Nov DicArea (ha) Cultivo Rot.

2.00 2.00 2.00 Anís

0.50 0.50 0.50 Maíz

3.00 3.00 3.00 Arveja verde

1.00 1.00 Anís

1.26 1.26 0.00

6.76 7.76 6.50 Total


Nov Dic

0.72 0.95

0.80 0.33

0.27 0.72

1.00 0.38

1.00 ###

6.76 7.76

118.26 103.860.73 0.76

85.89 78.50

28.23 91.01

57.66 -12.51

576.61 -125.09

0.75 0.75

768.81 -166.79

30 31

25.63 -5.38

24.00 24.00

0.30 0.00

2.01 0.00

0.002 0.000

5,197.15 0.00

49,387.41


AREA AGRICOLA DE QUISKAPAMPA

BALANCE OFERTA DEMANDA (CON PROYECTO)

Nov Dic65.00 70.00

2.01 0.0062.99 70.00


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40.00

60.00

80.00

100.00



2.0 Estudio Hidrologico

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Transcript of 2.0 Estudio Hidrologico