Demanda Pgnde_con Proyecto - Chorro Blanco

CUADRO N° 01 PRECIPITACION TOTAL MENSUAL (m.m)ESTACION QUEROCOTILLO

DEPARTAMENTO: CAJAMARCA LATITUD :PROVINCIA : CUTERVO LONGITUD :DISTRITO : QUEROCOTILLO ALTITUD :

Año ENE FEB MAR ABR MAY JUN JUL AGO SET OCT1994 81.50 157.50 178.00 133.00 100.00 40.50 36.50 17.00 59.00 42.00

1995 80.50 26.00 81.00 47.50 42.50 39.00 34.00 10.00 24.00 52.00

1996 28.70 130.00 169.00 89.00 78.00 51.50 13.00 36.00 25.00 121.00

1997 72.00 168.50 17.50 109.00 60.00 27.50 0.00 29.00 22.00 58.50

1998 79.00 106.00 295.50 299.00 98.00 50.50 9.00 7.50 37.50 103.50

1999 123.50 335.30 75.30 115.20 51.30 81.60 95.20 18.00 68.50 77.30

2000 67.40 123.40 102.00 150.80 91.30 86.90 15.90 58.90 136.10 40.60

2001 145.10 103.40 133.00 102.20 102.00 16.10 78.60 19.40 105.60 72.30

2002 54.60 129.50 107.10 164.70 59.60 53.50 79.60 4.40 28.00 128.50

2003 72.90 119.30 94.20 72.80 95.60 57.70 16.50 14.50 15.60 78.90

2004 57.60 79.80 57.70 161.30 108.50 60.60 99.70 21.30 41.10 79.90

2005 44.00 200.00 152.20 24.20 39.10 65.20 21.70 8.40 15.50 158.40

2006 104.50 153.60 251.50 85.80 35.30 59.40 22.60 19.00 41.30 108.60

2007 115.90 35.70 129.20 95.30 92.90 16.70 43.30 30.80 20.50 128.10

2008 116.10 297.20 143.20 118.50 67.60 38.50 57.40 26.10 84.90 129.20

2009 122.50 118.30 257.50 132.30 67.40 70.20 51.50 35.90 50.50 56.60

2010 32.00 172.10 166.20 195.00 52.50 25.10 20.80 5.40 40.90 72.40

2011 64.40 58.40 135.80 122.90 78.90 47.50 41.20 19.70 76.10 133.20

2012 165.90 127.00 149.50 217.70 46.20 17.80 40.20 28.40 14.50 89.80

2013 122.50 83.50 166.30 127.50 185.40 32.50 17.60 69.90 18.90 129.30

MAX. 165.90 335.30 295.50 299.00 185.40 86.90 99.70 69.90 136.10 158.40

MED. 87.53 136.23 143.08 128.19 77.60 46.92 39.71 23.98 46.28 93.01

MIN. 28.70 26.00 17.50 24.20 35.30 16.10 0.00 4.40 14.50 40.60

D.EST 37.75 76.05 68.21 61.03 34.40 20.72 29.10 16.85 33.23 34.92

CUADRO N° 02: PRECIPITACION TOTAL MENSUAL GENERADA (m.m) - MICROCUENCA CANAL CHORRO BLANCO

PERIODO: 1994 - 2013

DEPARTAMENTO: CAJAMARCA LATITUD :PROVINCIA : CHOTA LONGITUD :DISTRITO : QUEROCOTO ALTITUD MEDIA :

Año ENE FEB MAR ABR MAY JUN JUL AGO SET OCT1994 120.48 232.82 263.13 196.61 147.82 59.87 53.96 25.13 87.22 62.09

1995 119.00 38.43 119.74 70.22 62.83 57.65 50.26 14.78 35.48 76.87

1996 42.43 192.17 249.82 131.56 115.30 76.13 19.22 53.22 36.96 178.87

1997 106.43 249.08 25.87 161.13 88.69 40.65 0.00 42.87 32.52 86.48

1998 116.78 156.69 436.82 441.99 144.87 74.65 13.30 11.09 55.43 153.00

1999 182.56 495.65 111.31 170.29 75.83 120.62 140.73 26.61 101.26 114.27

2000 99.63 182.42 150.78 222.92 134.96 128.46 23.50 87.07 201.19 60.02

2001 214.49 152.85 196.61 151.08 150.78 23.80 116.19 28.68 156.10 106.88

2002 80.71 191.43 158.32 243.47 88.10 79.09 117.67 6.50 41.39 189.95

2003 107.76 176.35 139.25 107.62 141.32 85.29 24.39 21.43 23.06 116.63

2004 85.15 117.96 85.29 238.44 160.39 89.58 147.38 31.49 60.76 118.11

2005 65.04 295.65 224.99 35.77 57.80 96.38 32.08 12.42 22.91 234.15

2006 154.48 227.06 371.78 126.83 52.18 87.81 33.41 28.09 61.05 160.54

2007 171.33 52.77 190.99 140.88 137.33 24.69 64.01 45.53 30.30 189.36

2008 171.62 439.33 211.68 175.17 99.93 56.91 84.85 38.58 125.50 190.99

2009 181.08 174.88 380.65 195.57 99.63 103.77 76.13 53.07 74.65 83.67

2010 47.30 254.41 245.68 288.26 77.61 37.10 30.75 7.98 60.46 107.02

2011 95.20 86.33 200.75 181.68 116.63 70.22 60.90 29.12 112.49 196.90

2012 245.24 187.74 221.00 321.81 68.29 26.31 59.43 41.98 21.43 132.75

2013 181.08 123.43 245.83 188.48 274.07 48.04 26.02 103.33 27.94 191.14

MAX. 245.24 495.65 436.82 441.99 274.07 128.46 147.38 103.33 201.19 234.15MED. 129.39 201.37 211.51 189.49 114.72 69.35 58.71 47.21 68.41 137.48MIN. 42.43 38.43 25.87 35.77 52.18 23.80 0.00 6.50 21.43 60.02D.EST 55.81 112.43 100.83 90.22 50.85 30.64 43.02 24.91 49.13 51.63

Fuente: Elaboración propia

CUADRO N° 03: ANALISIS DE FRECUENCIAS DE PRECIPITACION - MICROCUENCA CANAL CHORRO BLANCO

PERIODO: 1994 - 2013

DEPARTAMENTO: CAJAMARCA LATITUD :PROVINCIA : CHOTA LONGITUD :DISTRITO : QUEROCOTO ALTITUD MEDIA :

Orden ENE FEB MAR ABR MAY JUN JUL AGO SET OCT1 243.14 491.42 433.09 438.22 271.72 127.36 146.12 102.45 199.47 232.15

2 212.66 435.58 377.39 319.06 159.02 119.59 139.53 86.32 154.77 195.22

3 181.00 293.12 368.60 285.79 149.49 102.89 116.66 52.76 124.43 189.50

4 179.54 252.23 260.88 241.39 146.56 95.56 115.20 52.62 111.53 189.36

5 179.54 246.96 247.69 236.40 143.63 88.82 84.13 45.14 100.39 188.33

6 170.16 230.83 243.73 221.01 140.11 87.06 75.48 42.50 86.47 187.74

7 169.86 225.12 243.58 194.93 136.16 84.57 63.46 41.62 74.01 177.34

8 153.16 190.53 223.07 193.90 133.81 78.41 60.38 38.25 60.53 159.17

9 119.45 189.80 219.11 186.87 115.64 75.48 58.92 31.22 60.24 151.69

10 117.98 186.13 209.88 180.12 114.32 74.01 53.49 28.87 59.94 131.61

11 115.78 180.86 199.03 173.67 99.08 69.62 49.83 28.43 54.96 117.10

12 106.84 174.85 194.93 168.84 98.78 59.36 33.12 27.85 41.04 115.64

13 105.52 173.38 189.36 159.75 87.94 57.16 31.80 26.38 36.64 113.29

14 98.78 155.35 156.97 149.79 87.35 56.43 30.48 24.92 35.17 106.11

15 94.39 151.54 149.49 139.67 76.94 47.63 25.79 21.25 32.24 105.96

16 84.42 122.38 138.06 130.44 75.19 40.30 24.18 14.66 30.04 85.74

17 80.02 116.96 118.71 125.75 67.71 36.79 23.30 12.31 27.70 82.95

18 64.49 85.59 110.36 106.70 62.29 26.09 19.05 10.99 22.86 76.21

19 46.90 52.32 84.57 69.62 57.31 24.48 13.19 7.91 22.72 61.56

20 42.06 38.11 25.65 35.47 51.74 23.60 0.00 6.45 21.25 59.50

P(25%) 179.54 246.96 247.69 236.40 143.63 88.82 84.13 45.14 100.39 188.33

P(50%) 117.98 186.13 209.88 180.12 114.32 74.01 53.49 28.87 59.94 131.61

P(75%) 94.39 151.54 149.49 139.67 76.94 47.63 25.79 21.25 32.24 105.96

P(90%) 64.49 85.59 110.36 106.70 62.29 26.09 19.05 10.99 22.86 76.21

MED. 128.28 199.65 209.71 187.87 113.74 68.76 58.21 47.21 67.82 136.31


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

0

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Figura 01: Serie Histórica de Precipitación Generada - Microcuenca Canal Chorro Blanco

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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

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

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Figura 02: Variación Mensual de la Precipitación para Cuatro Niveles de Persistencia - Microcuenca Canal Chorro Blanco

25% 50% 75% 90%

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LATITUD : 06°16'25"LONGITUD : 79°02'13"ALTITUD : 1,978.70 msnm

NOV DIC Total50.50 80.00 975.50

91.80 228.00 756.30

85.50 50.00 876.70

47.00 74.00 685.00

57.00 27.80 1170.30

28.80 74.70 1144.70

31.10 158.90 1063.30

91.10 130.30 1099.10

110.10 78.00 997.60

74.10 104.10 816.20

171.00 102.00 1040.50

73.40 66.60 868.70

100.30 14.10 996.00

235.10 52.50 996.00

51.40 49.60 1179.70

121.40 66.00 1150.10

44.30 100.90 927.60

66.80 132.00 976.90

88.40 129.30 1114.70

23.40 0.00 976.80

235.10 228.00 1179.70

82.13 85.94 990.59

23.40 0.00 685.00

50.62 52.86 138.30

CUADRO N° 02: PRECIPITACION TOTAL MENSUAL GENERADA (m.m) - MICROCUENCA CANAL CHORRO BLANCO

11°24' -11°33'75°45' - 75°54'

ALTITUD MEDIA : 2,925.00 msnm

factor 1.48

NOV DIC Tot.74.65 118.26 1442.03

135.70 337.04 1118.00

126.39 73.91 1295.98

69.48 109.39 1012.60

84.26 41.10 1729.99

42.57 110.42 1692.15

45.97 234.89 1571.82

134.67 192.62 1624.74

162.75 115.30 1474.70

109.54 153.89 1206.54

252.78 150.78 1538.11

108.50 98.45 1284.15

148.27 20.84 1472.33

347.53 77.61 1472.33

75.98 73.32 1743.88

179.46 97.56 1700.13

65.49 149.15 1371.22

98.75 195.13 1444.10

130.68 191.14 1647.80

34.59 0.00 1443.95

347.53 337.04 1743.88

121.40 127.04 1464.33

34.59 0.00 1012.60

74.83 78.13 204.44

CUADRO N° 03: ANALISIS DE FRECUENCIAS DE PRECIPITACION - MICROCUENCA CANAL CHORRO BLANCO

11°24' -11°33'75°45' - 75°54'

ALTITUD MEDIA : 2,925.00 msnm

NOV DIC Frec.344.56 334.16 5.00

250.62 232.89 10.00

177.92 193.46 15.00

161.36 190.97 20.00

147.00 189.50 25.00

134.54 152.57 30.00

133.52 149.49 35.00

129.56 147.88 40.00

125.31 117.25 45.00

108.60 114.32 50.00

107.58 109.48 55.00

97.90 108.46 60.00

83.54 97.61 65.00

75.33 96.73 70.00

74.01 76.94 75.00

68.88 73.28 80.00

64.93 72.69 85.00

45.58 40.74 90.00

42.21 20.67 95.00

34.30 0.00 100.00

147.00 189.50

108.60 114.32

74.01 76.94

45.58 40.74

120.36 125.95

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

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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

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

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Figura 02: Variación Mensual de la Precipitación para Cuatro Niveles de Persistencia - Microcuenca Canal Chorro Blanco

25% 50% 75% 90%

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GENERACION DE DESCARGAS -MICROCUENCA CANAL CHORRO BLANCO

METODO PROPUESTO POR LA MISION TECNICA ALEMANA - 1980

Cuadro N° 04: Precipitación Efectivasegún el Bureao of Reclamation

P P. Efectiva: PE (mm)mm Curva I Curva II Curva III

0.00 0.00 0.00 0.00

10.00 0.00 1.00 2.00

20.00 0.00 2.00 4.00

30.00 0.00 3.00 6.00

40.00 0.50 4.00 8.00

50.00 1.00 6.00 11.00

60.00 1.50 8.00 14.00

70.00 3.00 10.00 18.00

80.00 4.00 14.00 24.00

90.00 5.50 18.00 30.00

100.00 8.00 23.00 39.00

110.00 11.00 29.00 48.00

120.00 15.00 36.00 58.00

130.00 19.00 43.00 68.00

140.00 24.00 52.00 78.00

150.00 30.00 60.00 88.00

160.00 37.00 69.00 98.00

170.00 45.00 79.00 108.00

180.00 55.00 89.00 118.00

Cuadro N° 05: Cálculo del Coeficiente de Escorrentía

Método de la Misión Alemana Método de L - Turc

Precipitación Media Anual: P 1476.09 mm Temperatura Media Anual: TEvaporación Total Anual: ETP 1038.30 mm Coeficiente de Temperatura: L

Déficit de Escurrimiento: DCoeficiente de Escorrentía: C 0.37 Coeficiente de Escorrentía: C

Cuadro N° 07: Coeficientes deCuadro N° 06: Características Generales de la Microcuenca Cálculo - Precipitación Efectiva

Area de la Microcuenca: A 23.70 Km2 Coef.

Altitud Media de la Microcuenca: H 2900.00 msnmPendiente Media de la Microcuenca 0.12625 m/mPrecipitación Media Anual: P 1476.09 mmEvaporación Total Anual: ETP 1038.30 mmTemperatura Media Anual: T 12.34 °CDéficit de Escurrimiento: D 640.23 mm/añoCoeficiente de Escorrentía: C 0.57Coeficiente de Agotamiento: a 0.022 El rango de aplicación de los Relación de Caudales (30 días): bo 0.516 coeficientes de la ecuación Area de lagunas y acuíferos 0.50 Km2 Polinómica de la PE estáGasto Mensual de Retención: R 6.33 mm/año comprendida para 0 < P < 250 mm

a0

a1

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Figura 03: Porción de Precipitación Efectiva Según Bureao Of Reclamation

Curva I Curva II Curva III

Precipitación Mensual (mm)

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CUADRO N°08: GENERACION DE CAUDALES MEDIOS MENSUALES PARA EL AÑO PROMEDIO

PRECIPITACION MENSUAL CONTRIBUCION DE LA RETENCION

N° P Efectiva Gasto Abastecimiento

MES días del Total PE II PE III PE bi Gi ai

mes mm/mes mm/mes mm/mes mm/mes mm/mes

1 2 3 4 5 6 7 8 9

Enero 31 129.39 29.96 96.85 81.30 0.00 0.0 0.097

Febrero 28 201.37 57.68 150.80 129.16 0.00 0.0 0.155

Marzo 31 211.51 58.90 142.54 123.10 0.00 0.0 0.147

Abril 30 189.49 54.95 153.58 130.66 0.52 3.2 0.156

Mayo 31 114.72 23.49 76.14 63.91 0.26 1.6 0.076

Junio 30 69.35 8.56 24.82 21.04 0.14 0.8 0.025

Julio 31 58.71 6.45 17.53 14.95 0.07 0.4 0.018

Agosto 31 47.21 4.72 11.80 10.15 0.03 0.2 0.012

Setiembre 30 68.41 8.35 24.09 20.43 0.02 0.1 0.024

Octubre 31 137.48 33.69 108.16 90.85 0.01 0.1 0.109

Noviembre 30 121.40 26.38 85.52 71.78 0.00 0.0 0.086

Diciembre 31 127.04 28.89 93.52 78.50 0.00 0.0 0.094

AÑO 1476.09 342.03 985.33 835.86 1.04 6.33 1.000

Coeficientes 0.57 0.23 0.77 1.00


GENERACION DE DESCARGAS -MICROCUENCA CANAL CHORRO BLANCO

METODO PROPUESTO POR LA MISION TECNICA ALEMANA - 1980

Método de L - Turc

12.34 °C

702.45

640.23 mm/año

Coeficiente de Escorrentía: C 0.57

Cuadro N° 07: Coeficientes deCálculo - Precipitación Efectiva


-0.047000 -0.106500 -0.417700 10.009400 0.147700 0.379500

-0.000500 -0.002900 -0.010100

0.000020 0.000050 0.000200

-5.00E-08 -2.00E-07 -9.00E-07

2.00E-10 2.00E-10 1.00E-09

El rango de aplicación de los coeficientes de la ecuación Polinómica de la PE estácomprendida para 0 < P < 250 mm

0 20 40 60 80 100 120 140 160 180

0

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Figura 03: Porción de Precipitación Efectiva Según Bureao Of Reclamation


Precipitación Mensual (mm)

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CUADRO N°08: GENERACION DE CAUDALES MEDIOS MENSUALES PARA EL AÑO PROMEDIO

CONTRIBUCION DE LA RETENCION CAUDALES

Abastecimiento GENERADOS

Ai

mm/mes mm/mes m3/s

10 11 12

0.62 80.69 0.71 Enero 0.71

0.98 128.19 1.26 Febrero 1.26

0.93 122.17 1.08 Marzo 1.08

0.99 132.83 1.21 Abril 1.21

0.48 64.98 0.58 Mayo 0.58

0.16 21.73 0.20 Junio 0.20

0.11 15.24 0.13 Julio 0.13

0.08 10.28 0.09 Agosto 0.09

0.15 20.40 0.19 Setiembre 0.19

0.69 90.22 0.80 Octubre 0.80

0.54 71.23 0.65 Noviembre 0.65

0.59 77.91 0.69 Diciembre 0.69

6.33 835.86 0.63

PERIODO: 1994-2013

DEPARTAMENTO: CAJAMARCA LATITUD : 11°24' -11°33'PROVINCIA : CHOTA LONGITUD : 75°45' - 75°54'DISTRITO : QUEROCOTO ALTITUD MEDIA : 2,900

Año Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic.1994 60.47 125.08 130.56 111.88 65.65 14.69 11.23 4.09 21.09 32.83 35.21 58.34

1995 59.72 20.65 59.41 39.96 27.90 14.15 10.46 2.40 8.58 40.65 64.00 166.27

1996 21.29 103.24 123.96 74.87 51.21 18.68 4.00 8.66 8.93 94.59 59.61 36.46

1997 53.42 133.81 12.84 91.69 39.39 9.97 0.00 6.97 7.86 45.73 32.77 53.96

1998 58.61 84.18 216.74 251.52 64.34 18.32 2.77 1.80 13.40 80.91 39.74 20.27

1999 91.62 266.28 55.23 96.91 33.68 29.60 29.30 4.33 24.48 60.43 20.08 54.48

2000 50.00 98.00 74.81 126.85 59.94 31.52 4.89 14.16 48.64 31.74 21.68 115.88

2001 107.65 82.12 97.55 85.97 66.96 5.84 24.19 4.66 37.74 56.52 63.51 95.02

2002 40.51 102.84 78.56 138.55 39.13 19.41 24.50 1.06 10.01 100.45 76.76 56.88

2003 54.08 94.74 69.09 61.24 62.76 20.93 5.08 3.49 5.58 61.68 51.66 75.92

2004 42.73 63.37 42.32 135.69 71.23 21.98 30.68 5.12 14.69 62.46 119.22 74.38

2005 32.64 158.83 111.64 20.36 25.67 23.65 6.68 2.02 5.54 123.83 51.17 48.57

2006 77.53 121.98 184.47 72.17 23.18 21.55 6.95 4.57 14.76 84.90 69.93 10.28

2007 85.99 28.35 94.77 80.17 60.99 6.06 13.32 7.41 7.33 100.14 163.91 38.29

2008 86.13 236.02 105.03 99.68 44.38 13.96 17.66 6.28 30.34 101.00 35.84 36.17

2009 90.88 93.95 188.87 111.29 44.25 25.46 15.85 8.63 18.05 44.25 84.64 48.13

2010 23.74 136.67 121.90 164.03 34.47 9.10 6.40 1.30 14.62 56.60 30.89 73.58

2011 47.78 46.38 99.61 103.38 51.80 17.23 12.68 4.74 27.20 104.13 46.57 96.26

2012 123.08 100.86 109.66 183.13 30.33 6.46 12.37 6.83 5.18 70.20 61.63 94.29

2013 90.88 66.31 121.98 107.25 121.72 11.79 5.42 16.81 6.75 101.08 16.31 0.00

MAX. 123.08 266.28 216.74 251.52 121.72 31.52 30.68 16.81 48.64 123.83 163.91 166.27

MED. 64.94 108.18 104.95 107.83 50.95 17.02 12.22 5.77 16.54 72.71 57.26 62.67

MIN. 21.29 20.65 12.84 20.36 23.18 5.84 0.00 1.06 5.18 31.74 16.31 0.00

D.EST 28.01 60.40 50.03 51.34 22.59 7.52 8.96 4.05 11.88 27.30 35.29 38.55


CUADRO N° 11: NUMEROS ALEATORIOS GENERADOS CON DISTRIBUCION NORMAL

PERIODO: 1994-2013

Año Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic.1994 -0.357 -0.525 0.459 -0.308 -2.054 0.280 0.072 0.054 -0.381 0.761 -0.749 0.8081995 0.224 0.083 0.747 -1.453 1.282 -0.328 -0.914 -0.400 0.828 1.772 -0.385 0.4911996 -0.895 0.240 1.055 0.120 0.680 0.478 0.157 -0.039 0.833 1.052 -0.004 -0.7361997 -0.779 0.384 0.999 -0.493 0.690 -0.269 -0.066 -2.043 -0.869 -0.743 2.237 -1.8161998 0.381 1.112 0.124 -0.155 0.295 -1.345 0.087 -0.128 1.363 0.048 -0.433 0.3111999 -0.832 0.523 -0.717 0.882 -0.766 -2.297 0.901 0.452 -0.254 -0.106 0.476 3.3152000 -2.871 1.061 -1.587 0.344 -0.084 -0.131 -1.831 -0.520 -1.373 -0.029 1.906 -1.4232001 0.481 0.899 1.202 0.923 -0.071 1.697 -0.610 -0.428 0.486 0.754 -0.647 0.0482002 -0.740 -0.736 0.006 -0.405 1.378 -0.727 0.557 1.100 0.027 -0.994 -0.738 -1.1892003 -0.817 -1.629 0.192 -1.137 0.515 -1.990 -0.426 1.027 -0.016 1.383 -0.451 -0.5612004 0.435 0.610 -0.152 0.313 0.359 1.031 -1.565 0.166 -0.842 0.329 -0.099 0.7592005 -0.257 -0.440 -1.201 0.227 -0.052 1.768 -0.577 1.079 -0.022 -1.574 0.885 -0.9402006 0.682 1.374 0.148 -0.699 0.901 -0.457 -0.495 0.621 -1.332 -0.459 0.362 -0.4372007 0.778 -2.100 0.252 -0.481 -0.550 2.003 0.319 -0.205 0.711 -0.651 0.289 -0.627

CUADRO N° 10: PRECIPITACION EFECTIVA MENSUAL GENERADA (m.m) - MICROCUENCA CANAL CHORRO BLANCO

2008 1.214 0.179 0.073 -1.000 0.460 0.360 -0.079 0.015 -0.518 -0.630 0.237 0.4102009 0.540 -1.149 0.931 -0.124 -1.214 1.160 0.549 -0.810 -1.226 0.086 -0.321 0.0922010 -0.138 0.535 1.783 0.315 -0.846 0.473 -0.102 -0.285 -0.008 1.698 -0.467 -0.7802011 -0.239 -1.126 0.859 0.248 -0.924 0.940 -0.200 -0.244 -0.007 0.166 -0.294 -1.0772012 1.188 -0.895 0.015 1.365 1.317 0.864 -0.234 -0.237 -0.298 1.237 -0.075 0.3802013 -0.891 -0.187 -0.167 1.079 1.030 0.637 -1.804 -1.052 0.246 -2.227 0.283 -0.445

MAX. 1.2143 1.3744 1.7830 1.3650 1.3780 2.0025 0.9014 1.1005 1.3631 1.7722 2.2373 3.3152

MED. -0.1446 -0.0894 0.2511 -0.0220 0.1173 0.2073 -0.3131 -0.0938 -0.1326 0.0936 0.1005 -0.1708

MIN. -2.8712 -2.0996 -1.5874 -1.4527 -2.0540 -2.2972 -1.8307 -2.0434 -1.3728 -2.2271 -0.7490 -1.8158

D.EST 0.9477 0.9617 0.8116 0.7524 0.9366 1.1752 0.7518 0.7498 0.7568 1.0690 0.8040 1.1080


CUADRO N° 12: DESCARGAS MEDIAS MENSUALES GENERADAS (mm) - CANAL CHORRO BLANCO

PERIODO: 1994-2013


Coeficientes de Regresión Múltiple: -0.0899 0.01242 0.98887S 0.9204 R^2 1.00

Modelo Matemático: Qt = b1 + b2*Qt-1 + b3*PEt + Z*S*(1 - R^2)^0.5

Año Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set. Oct. Nov. Dic.Prom. 80.69 128.19 122.17 132.83 64.98 21.73 15.24 10.28 20.40 90.22 71.23 77.91

1994 60.70 125.18 130.54 112.19 65.60 14.71 11.21 4.08 21.01 33.51 35.60 58.58

1995 59.73 21.88 60.30 40.79 28.34 14.08 10.38 2.33 8.67 40.56 63.63 165.07

1996 21.69 102.28 123.26 74.45 50.91 18.57 4.00 8.50 8.87 93.97 59.65 38.00

1997 52.99 133.51 14.15 91.50 39.51 10.00 -0.04 6.87 7.78 46.29 33.10 53.71

1998 58.53 84.83 214.42 249.76 64.03 18.12 2.65 1.78 13.29 80.49 39.61 20.63

1999 91.23 264.29 57.18 98.86 34.00 29.36 28.93 4.22 24.28 60.66 20.27 54.10

2000 50.44 100.12 74.57 126.59 59.60 31.44 5.07 13.96 48.29 32.05 21.64 115.14

2001 107.00 82.37 97.33 86.51 66.87 6.11 23.88 4.69 37.84 56.21 62.97 95.31

2002 41.28 102.62 78.80 137.98 39.46 19.16 24.44 1.04 10.28 99.92 76.58 57.32

2003 53.89 94.84 69.22 62.16 62.47 20.81 5.23 3.39 5.55 62.17 51.94 75.68

2004 42.85 63.77 42.62 134.86 71.13 21.92 30.28 5.02 14.49 62.45 118.45 74.42

2005 32.72 157.76 110.81 21.72 26.18 23.60 6.88 1.99 5.57 123.10 52.00 48.84

2006 77.00 122.52 183.71 71.54 23.17 21.50 6.86 4.46 14.55 85.38 69.71 10.68

2007 85.91 29.43 95.91 80.06 60.50 6.21 13.18 7.28 7.35 99.98 162.87 37.89

2008 86.18 233.67 104.97 99.46 44.56 13.80 17.54 6.21 30.00 101.02 37.37 36.16

2009 90.86 95.69 188.00 111.19 44.20 25.28 15.81 8.51 18.11 44.92 84.07 47.96

2010 24.51 136.26 122.83 163.51 34.53 9.24 6.43 1.29 14.59 56.47 31.49 73.25

2011 47.46 47.44 99.95 104.18 51.54 17.08 12.52 4.61 26.99 103.58 46.35 95.99

2012 122.23 100.22 109.59 182.32 30.57 6.52 12.29 6.72 5.36 70.64 61.43 94.35

2013 91.28 66.72 121.89 108.25 120.67 11.66 5.38 16.59 6.66 100.70 16.81 1.07

MAX. 122.23 264.29 214.42 249.76 120.67 31.44 30.28 16.59 48.29 123.10 162.87 165.07

MED. 64.92 108.27 105.00 107.89 50.89 16.96 12.15 5.68 16.48 72.70 57.28 62.71

MIN. 21.69 21.88 14.15 21.72 23.17 6.11 -0.04 1.04 5.36 32.05 16.81 1.07

D.EST 27.72 59.50 49.31 50.73 22.27 7.43 8.84 4.00 11.79 26.98 34.88 38.14


b1 b2 b3

CUADRO N° 13: DESCARGAS MEDIAS MENSUALES GENERADAS (m3/s) - CANAL CHORRO BLANCO

PERIODO: 1994-2013


Area 23.70 Km2

Año ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC31 28 31 30 31 30 31 31 30 31 30 31

1994 0.54 1.23 1.16 1.03 0.58 0.13 0.10 0.04 0.19 0.30 0.33 0.52

1995 0.53 0.21 0.53 0.37 0.25 0.13 0.09 0.02 0.08 0.36 0.58 1.46

1996 0.19 1.00 1.09 0.68 0.45 0.17 0.04 0.08 0.08 0.83 0.55 0.34

1997 0.47 1.31 0.13 0.84 0.35 0.09 0.00 0.06 0.07 0.41 0.30 0.48

1998 0.52 0.83 1.90 2.28 0.57 0.17 0.02 0.02 0.12 0.71 0.36 0.18

1999 0.81 2.59 0.51 0.90 0.30 0.27 0.26 0.04 0.22 0.54 0.19 0.48

2000 0.45 0.98 0.66 1.16 0.53 0.29 0.04 0.12 0.44 0.28 0.20 1.02

2001 0.95 0.81 0.86 0.79 0.59 0.06 0.21 0.04 0.35 0.50 0.58 0.84

2002 0.37 1.01 0.70 1.26 0.35 0.18 0.22 0.01 0.09 0.88 0.70 0.51

2003 0.48 0.93 0.61 0.57 0.55 0.19 0.05 0.03 0.05 0.55 0.47 0.67

2004 0.38 0.62 0.38 1.23 0.63 0.20 0.27 0.04 0.13 0.55 1.08 0.66

2005 0.29 1.55 0.98 0.20 0.23 0.22 0.06 0.02 0.05 1.09 0.48 0.43

2006 0.68 1.20 1.63 0.65 0.21 0.20 0.06 0.04 0.13 0.76 0.64 0.09

2007 0.76 0.29 0.85 0.73 0.54 0.06 0.12 0.06 0.07 0.88 1.49 0.34

2008 0.76 2.29 0.93 0.91 0.39 0.13 0.16 0.05 0.27 0.89 0.34 0.32

2009 0.80 0.94 1.66 1.02 0.39 0.23 0.14 0.08 0.17 0.40 0.77 0.42

2010 0.22 1.33 1.09 1.50 0.31 0.08 0.06 0.01 0.13 0.50 0.29 0.65

2011 0.42 0.46 0.88 0.95 0.46 0.16 0.11 0.04 0.25 0.92 0.42 0.85

2012 1.08 0.98 0.97 1.67 0.27 0.06 0.11 0.06 0.05 0.63 0.56 0.83

2013 0.81 0.65 1.08 0.99 1.07 0.11 0.05 0.15 0.06 0.89 0.15 0.01

MAX. 1.08 2.59 1.90 2.28 1.07 0.29 0.27 0.15 0.44 1.09 1.49 1.46

MED. 0.57 1.06 0.93 0.99 0.45 0.16 0.11 0.05 0.15 0.64 0.52 0.55

MIN. 0.19 0.21 0.13 0.20 0.21 0.06 0.00 0.01 0.05 0.28 0.15 0.01

D.EST 0.25 0.58 0.44 0.46 0.20 0.07 0.08 0.04 0.11 0.24 0.32 0.34


0

2

4

6

8

10

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Variacion Mensual del Caudal Medio Anual - Canal Chorro Blanco

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8

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Variacion Mensual del Caudal Medio Anual - Canal Chorro Blanco

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CUADRO N° ##: PRECIPITACION TOTAL MENSUAL GENERADA (m.m) - MICROCUENCA QUEROCOTILLOPERIODO: 1994-2013 PERIODO: 1994-2013

11°24' -11°33' DEPARTAMENTO: CAJAMARCA LATITUD :75°45' - 75°54' PROVINCIA : CHOTA LONGITUD :

msnm DISTRITO : QUEROCOTO ALTITUD MEDIA :

Tot. Año Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set.671.11 1994 119.4 230.8 260.9 194.9 146.6 59.4 53.5 24.9 86.5

514.16 1995 118.0 38.1 118.7 69.6 62.3 57.2 49.8 14.7 35.2

605.50 1996 42.1 190.5 247.7 130.4 114.3 75.5 19.1 52.8 36.6

488.42 1997 105.5 247.0 25.6 159.8 87.9 40.3 0.0 42.5 32.2

852.61 1998 115.8 155.4 433.1 438.2 143.6 74.0 13.2 11.0 55.0

766.41 1999 181.0 491.4 110.4 168.8 75.2 119.6 139.5 26.4 100.4

678.13 2000 98.8 180.9 149.5 221.0 133.8 127.4 23.3 86.3 199.5

727.74 2001 212.7 151.5 194.9 149.8 149.5 23.6 115.2 28.4 154.8

688.64 2002 80.0 189.8 157.0 241.4 87.4 78.4 116.7 6.4 41.0

566.25 2003 106.8 174.8 138.1 106.7 140.1 84.6 24.2 21.3 22.9

683.88 2004 84.4 117.0 84.6 236.4 159.0 88.8 146.1 31.2 60.2

610.59 2005 64.5 293.1 223.1 35.5 57.3 95.6 31.8 12.3 22.7

692.27 2006 153.2 225.1 368.6 125.7 51.7 87.1 33.1 27.8 60.5

686.71 2007 169.9 52.3 189.4 139.7 136.2 24.5 63.5 45.1 30.0

812.51 2008 170.2 435.6 209.9 173.7 99.1 56.4 84.1 38.3 124.4

774.25 2009 179.5 173.4 377.4 193.9 98.8 102.9 75.5 52.6 74.0

673.31 2010 46.9 252.2 243.6 285.8 76.9 36.8 30.5 7.9 59.9

657.75 2011 94.4 85.6 199.0 180.1 115.6 69.6 60.4 28.9 111.5

804.02 2012 243.1 186.1 219.1 319.1 67.7 26.1 58.9 41.6 21.3

666.30 2013 179.5 122.4 243.7 186.9 271.7 47.6 25.8 102.4 27.7

852.61 MAX. 243.1 491.4 433.1 438.2 271.7 127.4 146.1 102.4 199.5681.03 MED. 128.3 199.7 209.7 187.9 113.7 68.8 58.2 35.1 67.8488.42 MIN. 42.1 38.1 25.6 35.5 51.7 23.6 0.0 6.4 21.394.58 D.EST 55.3 111.5 100.0 89.4 50.4 30.4 42.7 24.7 48.7

CUADRO N° 11: NUMEROS ALEATORIOS GENERADOS CON DISTRIBUCION NORMAL CUADRO N° ##: NUMEROS ALEATORIOS ENTRE 0 Y 1 CON DISTRIBUCION UNIFORMEPERIODO: 1994-2013 PERIODO: 1994-2013

Año Ene. Feb. Mar. Abr. May. Jun. Jul. Ago. Set.1994 0.9671316 0.617 0.3594 0.294 0.7917 0.534 0.6808 0.3802 0.57891995 0.0015564 0.3433 0.518 0.3272 0.6004 0.0766 0.0664 0.4233 0.12941996 0.0283822 0.7665 0.3449 0.735 0.178 0.5399 0.2892 0.3132 0.59511997 0.2232429 0.4177 0.5721 0.8444 0.4753 0.7781 0.1671 0.9552 0.68421998 0.1181677 0.3294 0.7173 0.7578 0.7171 0.0186 0.8121 0.1297 0.20461999 0.7352519 0.5091 0.0369 0.3699 0.7291 0.7561 0.3236 0.2883 0.05362000 0.2065798 0.9544 0.8558 0.252 0.6579 0.4687 0.0147 0.7491 0.00492001 0.0994598 0.5528 0.2433 0.5007 0.8014 0.0004 0.6406 0.8863 0.51492002 0.1651967 0.71 0.503 0.1421 0.7702 0.9525 0.5979 0.4086 0.26432003 0.7305521 0.0508 0.4462 0.1869 0.6973 0.9294 0.5627 0.3178 0.65492004 0.4506363 0.0351 0.9173 0.9301 0.7154 0.9815 0.5379 0.6441 0.98082005 0.6418348 0.8344 0.5394 0.5874 0.421 0.0887 0.7766 0.5496 0.49132006 0.9132969 0.3121 0.1502 0.8641 0.5428 0.0291 0.5515 0.8954 0.06582007 0.3165075 0.4499 0.8952 0.5498 0.5346 0.476 0.2388 0.8646 0.7186

CUADRO N° 10: PRECIPITACION EFECTIVA MENSUAL GENERADA (m.m) - MICROCUENCA CANAL

2008 0.7307352 0.0667 0.4486 0.7306 0.3105 0.667 0.6855 0.7365 0.65232009 0.7037568 0.171 0.3294 0.7165 0.8415 0.4898 0.328 0.4045 0.07922010 0.4664449 0.7924 0.7822 0.273 0.8318 0.3268 0.032 0.7316 0.52872011 0.3397626 0.6352 0.1911 0.255 0.1947 0.504 0.1218 0.3381 0.85982012 0.2533341 0.3987 0.4957 0.234 0.5457 0.6867 0.5677 0.9148 0.69752013 0.5938597 0.1057 0.5777 0.2131 0.4313 0.0667 0.8 0.6543 0.5119

MAX. 0.9671 0.9544 0.9173 0.9301 0.8415 0.9815 0.8121 0.9552 0.9808

MED. 0.4343 0.4526 0.4962 0.4882 0.5894 0.4685 0.4397 0.5793 0.4635

MIN. 0.0016 0.0351 0.0369 0.1421 0.1780 0.0004 0.0147 0.1297 0.0049

D.EST 0.3000 0.2797 0.2485 0.2623 0.2033 0.3309 0.2685 0.2539 0.2910

CUADRO N° 12: DESCARGAS MEDIAS MENSUALES GENERADAS (mm) - CANAL CHORRO BLANCO

PERIODO: 1994-2013

11°24' -11°33'75°45' - 75°54'

msnm

Tot.835.86

672.91

515.75

604.14

489.36

848.15

767.36

678.91

727.09

688.88

567.35

682.26

611.17

691.08

686.57

810.93

774.60

674.39

657.69

802.24

667.71

848.15680.93489.3693.65

CUADRO N° 13: DESCARGAS MEDIAS MENSUALES GENERADAS (m3/s) - CANAL CHORRO BLANCO

PERIODO: 1994-2013

11°24' -11°33'75°45' - 75°54'

msnm

Prom.(m3/s)

0.51

0.39

0.46

0.37

0.64

0.59

0.51

0.55

0.52

0.43

0.52

0.47

0.52

0.51

0.62

0.58

0.51

0.49

0.61

0.50

0.64

0.52

0.37

0.07

CUADRO N° ##: PRECIPITACION TOTAL MENSUAL GENERADA (m.m) - MICROCUENCA QUEROCOTILLO

LATITUD : 11°24' -11°33'LONGITUD : 75°45' - 75°54'ALTITUD MEDIA : 2,900 msnm

factor 1.4782Oct. Nov. Dic. Tot.

61.6 74.0 117.2 1429.776.2 134.5 334.2 1108.4177.3 125.3 73.3 1284.985.7 68.9 108.5 1003.9151.7 83.5 40.7 1715.2113.3 42.2 109.5 1677.759.5 45.6 232.9 1558.4106.0 133.5 191.0 1610.9188.3 161.4 114.3 1462.1115.6 108.6 152.6 1196.2117.1 250.6 149.5 1525.0232.2 107.6 97.6 1273.2159.2 147.0 20.7 1459.7187.7 344.6 76.9 1459.7189.4 75.3 72.7 1729.083.0 177.9 96.7 1685.6106.1 64.9 147.9 1359.5195.2 97.9 193.5 1431.8131.6 129.6 189.5 1633.7189.5 34.3 0.0 1431.6

232.2 344.6 334.2 1729.0136.3 120.4 126.0 1451.8

59.5 34.3 0.0 1003.951.2 74.2 77.5 202.7

CUADRO N° ##: NUMEROS ALEATORIOS ENTRE 0 Y 1 CON DISTRIBUCION UNIFORME

Oct. Nov. Dic. Tot.0.4428 0.9182 0.45 0.18100.9144 0.6477 0.2885 0.42970.6789 0.1642 0.4237 0.17570.8417 0.9622 0.4417 0.70500.0288 0.5128 0.3825 0.12680.2947 0.9152 0.6584 0.45910.6338 0.7391 0.4036 0.59840.4381 0.0243 0.3499 0.29740.7473 0.9075 0.8212 0.76870.6323 0.8448 0.9407 0.51830.5586 0.8988 0.6453 0.63630.0706 0.0587 0.5994 0.17630.6428 0.0627 0.6041 0.75090.0405 0.6902 0.5934 0.8311

0.0341 0.995 0.8122 0.52570.8106 0.4451 0.2701 0.72520.9259 0.4403 0.0636 0.06300.1423 0.1758 0.6621 0.59560.9944 0.319 0.7495 0.69800.4266 0.4711 0.7174 0.4353

0.9944 0.9950 0.9407 0.8311

0.5150 0.5596 0.5439 0.4849

0.0288 0.0243 0.0636 0.0630

0.3225 0.3375 0.2192 0.2411

CEDULA DE CULTIVOS CON PROYECTO - CRONOGRAMA MENSUALCANAL CHORRO BLANCO

Area AREAS (Has)

Ha % ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

Pasto

13.00 14.22% 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00

13.00 14.22% 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00

13.95 15.25% 13.95 13.95 13.95 13.95 13.95 13.95 13.95 13.95 13.95 13.95 13.95 13.95

Lima

5.00 5.47% 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

5.00 5.47% 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00 5.00

6.00 6.56% 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00

Maiz Amilaceo 23.25 25.42% 23.25 23.25 23.25 23.25 23.25 23.25 0.00 0.00 0.00 23.25 23.25 23.25

Café 2.25 2.46% 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25 2.25

Frejol 5.00 5.47% 5.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 5.00 5.00 5.00

Cultivo complementario papa 0.00 0.00% 0.00 0.00 0.00 5.00 5.00 5.00 5.00 5.00 0.00 0.00 0.00 0.00

Arverja 5.00 5.47% 0.00 0.00 0.00 5.00 5.00 5.00 5.00 5.00 0.00 0.00 0.00 0.00

Cultivo complementario papa 0.00 0.00% 5.00 5.00 5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 5.00

Area Cultivada Mes 91.45 ### 91.45 91.45 86.45 91.45 91.45 91.45 68.20 68.20 63.20 86.45 91.45 91.45

CULTIVO DE REFERENCIA

Duracion de las Etapas de Desarrollo del Cultivo (Dias)

Cultivo Inicio Desarrollo Medio Final Total

Pasto 25.00 25.00 15.00 10.00 75.00 Todo el añoLima 60.00 90.00 120.00 95.00 365.00 Todo el añoMaiz Amilaceo 30.00 40.00 50.00 30.00 150.00 OctubreCafé 60.00 120.00 160.00 25.00 365.00 Todo el añoFrejol 20.00 30.00 30.00 10.00 90.00 MayoCultivo complementario papa 30.00 35.00 50.00 25.00 140.00 DiciembreArverja 35.00 25.00 30.00 20.00 110.00 Mayo

DURACION DE LAS ETAPAS DE DESARROLLO DEL CULTIVO - CANAL CHORRO BLANCO

Periodo de

siembra

Kc INICIAL, MEDIO Y FINAL DE LOS CULTIVOS

Kc Inicial, Medio y Final de los Cultivos

Cultivo Inicio Medio Final

Pasto 0.50 1.15 1.10 1.20

Lima 0.85 0.85 0.85 2.00

Maiz Amilaceo 0.70 1.20 0.60 2.00

Café 0.90 0.95 0.95 2.00

Frejol 0.40 1.15 0.35 0.40

Cultivo complementario papa 0.50 1.15 0.75 0.60

Arverja 0.50 1.15 1.10 0.50

Altura MaximaCultivo

(m)

VALORES MENSUALIZADOS DEL Kc DE LA CEDULA DE CULTIVO CON PROYECTO

Kc Mensualizados

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

Pasto 1.10 0.50 0.78 1.10 0.50 0.78 1.10 0.50 0.78 1.10 0.50 0.78Lima 0.79 0.78 0.78 0.85 0.85 0.85 0.84 0.82 0.80 0.79 0.79 0.79Maiz Amilaceo 1.10 0.91 0.60 0.60 0.60 0.60 0.00 0.00 0.00 0.70 0.78 1.05Café 0.88 0.88 0.88 0.88 0.95 0.88 0.90 0.90 0.89 0.89 0.88 0.88Frejol 0.80 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.80 0.35 0.40Cultivo complementario papa 0.00 0.00 0.00 0.75 0.83 1.06 1.08 0.92 0.00 0.00 0.00 0.00Arverja 0.00 0.00 0.00 0.50 0.62 1.06 1.06 1.10 0.00 0.00 0.00 0.00Cultivo complementario papa 1.06 1.08 0.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.83Nota: Los valores de Kc mensulaes se han calculado con el CROPWAT

DATOS METEREOLOGICOS ESTACION LLAMA

Latitud Sur: 6.30º Longitud 79.07ºAltitud 2133.50 m.s.n.m.

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

Temperatura Maxima (Cº) 19.08 18.98 19.43 19.77 20.89 21.60 22.36 22.54 21.82 20.88 20.17 19.62

Temperatura Minima (Cº) 12.03 12.40 12.65 12.61 12.44 12.60 12.78 12.81 12.54 12.00 11.45 11.73

Humedad Relativa (%) 90.20 92.95 92.80 92.40 84.20 74.85 67.85 68.10 74.25 78.30 79.50 85.65

Velocidad Media (Km/dia) 95.00 86.00 95.00 69.00 29.00 104.00 104.00 112.00 121.00 104.00 112.00 104.00

Horas Sol Media (Horas) 4.80 4.60 3.50 4.50 6.80 7.80 8.30 7.50 4.00 5.70 5.40 6.70

Precipitación prom. (mm) 129.39 201.37 211.51 189.49 114.72 69.35 58.71 47.21 68.41 137.48 121.40 127.04

Fuente: Estación Metereologica Llama

DATOS METEREOLOGICOS ESTACION LLAMA

Promedio

20.59

12.33

81.75

94.58

5.80

1464.33

RESULTADOS DE CROPWAT EVATRANSPIRACION

Country : PERU Station : LLAMA

Altitude: 2133.5 meter(s) above M.S.L.

Latitude: -6.3 Deg. (South) Longitude: -79.07 Deg. (West)

Month MiniTemp MaxTemp HumidityWind Spd. SunShineSolar Rad. ETo

(deg.C) (deg.C) (%) (Km/d) (Hours) (MJ/m2/d) (mm/d)

January 12.30 19.10 90.00 95.00 4.80 17.10 2.95

February 12.40 19.00 92.00 86.00 4.60 17.00 2.92

March 12.70 19.40 92.00 95.00 3.50 15.00 2.64

April 12.60 19.80 92.00 69.00 4.50 15.60 2.70

May 12.40 20.90 84.00 29.00 6.80 17.60 2.95

June 12.60 21.60 74.00 104.00 7.80 18.10 3.13

July 12.80 22.40 67.00 104.00 8.30 19.10 3.43

August 12.80 22.50 68.00 112.00 7.50 19.30 3.62

September 12.50 21.80 74.00 121.00 4.00 15.30 3.12

October 12.00 20.90 78.00 104.00 5.70 18.50 3.42

November 11.40 20.20 79.00 112.00 5.40 18.00 3.28

December 11.70 19.60 85.00 104.00 6.70 19.90 3.38

Average 12.30 20.60 81.00 95.00 5.80 17.50 3.13

EVAPOTRANSPIRACION DE REFERENCIA ETO. - ESTACION LLAMA

Latitud: 06.30º S Longitud: 79.07ºW Altitud : 2,133.5 m.s.n.m.

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

mm/día 2.95 2.92 2.64 2.70 2.95 3.13 3.43 3.62 3.12 3.42 3.28 3.38

mm/mes 91.45 81.76 81.84 81 91.45 93.9 106.33 112.22 93.6 106.02 98.4 104.78

m3/mes/ha 915 818 818 810 915 939 1063 1122 936 1060 984 1048

EVAPOTRASPIRACION POTENCIAL MENSUAL SEGÚN CROPWAT : (mm/día)

año/mes ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

Eto 2.95 2.92 2.64 2.70 2.95 3.13 3.43 3.62 3.12 3.42 3.28 3.38

MES

Precipitacion Precipitacion

Mensual Efectiva

(mm) (mm)

Enero 129.39 97.10

Febrero 201.37 151.00

Marzo 211.51 158.60

Abril 189.49 142.10

Mayo 114.72 86.00

Junio 69.35 52.00

Julio 58.71 44.00

Agosto 47.21 35.40

Septiembre 68.41 51.30

Octubre 137.48 103.10

Noviembre 121.40 91.10

Diciembre 127.04 95.30

Total 1476.09 1107.00

Nota: Los valores se han calculado con el CROPWAT

PRECIPITACION MENSUAL ESTACION LLAMA

DEPARTAMENTO: Cajamarca LATITUD NORTE: 6.30 AREA A CULTIVAR : 91.45 PROVINCIA: Cutervo LONGITUD ESTE: 79.07DISTRITO: Querocoto ALTITUD msnm : 2,133.50

DESCRIPCION % AREAS ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC

Pasto14.22% 13.00 1.10 0.50 0.78 1.10 0.50 0.78 1.10 0.50 0.78 1.10 0.50 0.7814.22% 13.00 0.78 1.10 0.50 0.78 1.10 0.50 0.78 1.10 0.50 0.78 1.10 0.5015.25% 13.95 0.50 0.78 1.10 0.50 0.78 1.10 0.50 0.78 1.10 0.50 0.78 1.10

Lima5.47% 5.00 0.79 0.78 0.78 0.85 0.85 0.85 0.84 0.82 0.80 0.79 0.79 0.795.47% 5.00 0.79 0.79 0.78 0.78 0.85 0.85 0.85 0.84 0.82 0.80 0.79 0.796.56% 6.00 0.79 0.79 0.79 0.78 0.78 0.85 0.85 0.85 0.84 0.82 0.80 0.79

Maiz Amilaceo 25.42% 23.25 1.10 0.91 0.60 0.60 0.60 0.60 0.00 0.00 0.00 0.70 0.78 1.05Café 2.46% 2.25 0.88 0.88 0.88 0.88 0.95 0.88 0.90 0.90 0.89 0.89 0.88 0.88Frejol 5.47% 5.00 0.80 0.35 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.80 0.35 0.40Cultivo complementario papa 0.00% 0.00 0.00 0.00 0.00 0.75 0.83 1.06 1.08 0.92 0.00 0.00 0.00 0.00Arverja 5.47% 5.00 0.00 0.00 0.00 0.50 0.62 1.06 1.06 1.10 0.00 0.00 0.00 0.00Cultivo complementario papa 0.00% 0.00 1.06 1.08 0.92 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.75 0.83Area cultivada (ha/mes) 100% 91.45 86.45 86.45 81.45 86.45 86.45 86.45 63.20 63.20 63.20 86.45 86.45 86.45Coeficiente ponderado de Kc 0.87 0.80 0.74 0.73 0.74 0.77 0.83 0.83 0.78 0.77 0.77 0.85Evapotranspiración Potencial ETo (mm/mes) 91.45 81.76 81.84 81.00 91.45 93.90 106.33 112.22 93.60 106.02 98.40 104.78Evapotranspiración Cultivo ETc (mm/mes) 79.98 65.42 60.74 58.73 67.73 72.60 88.00 93.47 72.85 81.68 75.52 88.59Precipitación Efectiva (PE) mm/mes 97.10 151.00 158.60 142.10 86.00 52.00 44.00 35.40 51.30 103.10 91.10 95.30Consumo Teórico o demanda Unitaria Neta (mm) 0.00 0.00 0.00 0.00 0.00 20.60 44.00 58.07 21.55 0.00 0.00 0.00Requerimiento o Demanda Unitaria Neta (m3/Ha) 0.00 0.00 0.00 0.00 0.00 205.99 440.03 580.68 215.49 0.00 0.00 0.00Efciciencia de Riego 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53 0.53Número de horas por Jornada diaria 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00Consumo Bruto 0.00 0.00 0.00 0.00 0.00 388.66 830.24 1095.63 406.58 0.00 0.00 0.00Caudal Ficticio Continuo 0.00 0.00 0.00 0.00 0.00 0.15 0.32 0.42 0.16 0.00 0.00 0.00Caudal Requerido en Cabecera de Chacra 0.00 0.00 0.00 0.00 0.00 12.96 20.24 26.71 9.91 0.00 0.00 0.00

CAUDAL DE DISEÑO (Lts/Seg) 26.71MODULO DE RIEGO (Lts/seg/ha) 0.29


ANALISIS DE LA DEMANDA DE AGUA - CANAL CHORRO BLANCOSITUACION CON PROYECTO

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

0.71 1.26 1.08 1.21 0.58 0.20 0.13 0.09 0.19 0.80 0.65 0.69

0.57 1.06 0.93 0.99 0.45 0.16 0.11 0.05 0.15 0.64 0.65 0.55

Masa (MMC) 1.54 2.84 2.49 2.64 1.21 0.42 0.29 0.13 0.40 1.72 1.74 1.49Fuente: Elaboración propia

OFERTA DE AGUA OPTIMIZADA AMBITO DE INFLUENCIA DEL CANAL CHORRO BLANCO

Oferta de agua del Canal Chorro

Blanco(m3/seg)

Oferta Integral sector Chorro Blanco

(m3/Seg)

BALANCE HIDRICO PARA EL AMBITO DEL CANAL CHORRO BLANCO

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

0.71 1.26 1.08 1.21 0.58 0.20 0.13 0.09 0.19 0.80 0.65 0.69

0.00 0.00 0.00 0.00 0.04 0.06 0.07 0.06 0.03 0.01 0.01 0.00

0.00 0.00 0.00 0.00 0.00 0.01 0.02 0.03 0.01 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.04 0.07 0.09 0.09 0.04 0.01 0.01 0.00

0.71 1.26 1.08 1.21 0.53 0.12 0.05 0.00 0.14 0.79 0.65 0.68

Disonibilidad Hidrica Existente Total

(m3/Seg)

Demanda Hidrica Existente Canal La Fortuna (m3/seg)

Demanda Hidrica Existente Canal Chorro

Blanco (m3/seg)

Demanda Hidrica Existente Total (m3/seg)

Deficit / Superavit (m3/seg)

temperatura media estacion llama

AÑO ENE FEB MAR ABR MAY JUN JUL1994 14.9 15.6 15.5 15.7 16.1 17.1 17.31995 15.8 15 15.5 16 16.4 16.8 16.81996 14.4 15.1 15.2 15.2 15.9 16.3 16.71997 14 15.9 15.8 15.8 17.4 16.2 18.51998 18 17.8 17.9 17.3 17.6 17.6 17.11999 14.8 14.6 15 15.9 15.6 15.7 16.52000 13.9 14.2 15.4 15.7 15.9 16.8 16.92001 15.3 16.3 16.3 16.6 16.8 17.4 17.92002 16.3 16.3 17.1 16.4 17.5 17.8 18.52003 16.8 16.4 16.3 16.6 17.2 16.6 17.72004 15.1 15.8 16.9 16.1 16.8 18.3 16.92005 15.3 15.6 16.1 16.8 17 17.3 18.32006 15.6 16.2 16.4 16.1 17 17.9 18.72007 17.9 16.4 15.3 16.4 17.1 17.6 182008 15.2 15.3 15.7 16.5 16.4 17.5 18.52009 15.6 15.7 16 15.7 16.9 17.9 18.82010 17.1 17.6 17.7 16 17.3 16.9 16.42011 14.8 14.5 15.2 17.7 16.2 16.3 17.12012 14.5 14.9 16.1 15.2 16.4 17.2 17.62013 15.8 14.6 15.8 16.1 15.8 17 16.8

prom 15.555 15.69 16.06 16.19 16.665 17.11 17.55

temperatura minima estacion llama

AÑO ENE FEB MAR ABR MAY JUN JUL1994 12.3 12.4 12.4 12.5 12.4 12.7 12.91995 12.3 11.9 12.2 12.2 12.3 12.3 12.41996 11.4 12.2 12.5 12.5 12 11.8 11.81997 10.5 12.7 12 12 13.3 11.8 14.31998 14.6 14.9 14.7 14.7 13.8 13.2 12.81999 11 12.5 12.2 12.2 12.2 12.1 12.82000 10.6 11.8 12.4 12.4 12.1 12.6 12.22001 12 13.1 13 12.8 12.6 12.8 132002 12.3 13 13.5 12.8 13 13.1 13.92003 13 13.1 12.5 12.9 13 12.2 13.22004 11.3 12.4 12.9 12.2 12.7 14.1 12.52005 11.5 12.6 13.2 12.8 11.9 12.8 13.32006 11.7 13.1 13 12.2 12.1 13.4 13.42007 13.5 12.3 13.1 12.8 12.4 12.6 12.62008 12.1 12.2 12.3 12.2 11.8 12.1 12.12009 12.1 11.6 12.3 12.8 12.2 12.7 12.72010 12.3 13.6 13.6 12.5 13.1 12.2 12.22011 11.6 11.2 11.4 13.1 11.7 12.1 12.12012 12 11.2 11.8 12.1 11.9 12.8 12.82013 12.4 10.1 11.9 12.5 12.3 12.6 12.6

prom 12.025 12.395 12.645 12.61 12.44 12.6 12.78

temperatura maxima estacion llama

AÑO ENE FEB MAR ABR MAY JUN JUL1994 17.5 18.8 18.5 18.8 19.9 21.5 21.81995 19.4 18 18.8 19.8 20.5 21.4 21.31996 17.5 18.1 17.8 18.6 19.7 20.7 21.51997 17.5 19 19.6 19.1 21.5 20.6 22.71998 21.4 20.8 21.1 20.3 21.5 22 21.51999 18.7 16.7 17.9 19 19.1 19.3 20.32000 17.2 16.6 18.4 19 19.7 21 21.62001 18.5 19.5 19.6 20.5 21 22.1 22.72002 20.3 19.7 20.8 20.1 21.9 22.5 23.12003 20.6 19.6 20 20.3 21.4 20.8 222004 18.8 19.1 20.8 20 20.9 22.6 21.32005 19 18.5 19 20.8 22.1 21.8 23.32006 19.5 19.4 19.8 20.1 21.8 22.3 23.92007 22.3 20.4 20 19.6 21.7 22.7 23.92008 18.3 18.4 19 19.9 21 22.8 22.62009 19.2 19.7 19.6 20.8 21.7 23 24.82010 21.8 21.6 19.9 20.3 21.5 21.5 24.32011 17.9 17.9 20.3 18.6 20.6 20.5 21.42012 17 18.7 18.6 19.1 20.9 21.6 21.82013 19.1 19.1 19.1 20.7 19.4 21.3 21.4

prom 19.075 18.98 19.43 19.77 20.89 21.6 22.36

humedad relativa estacion llama

AÑO ENE FEB MAR ABR MAY JUN JUL1994 94 91 93 89 86 74 581995 87 90 91 87 83 73 721996 88 92 95 92 86 69 601997 86 88 86 90 79 76 541998 85 88 90 96 77 70 701999 90 94 94 91 88 83 672000 89 95 94 94 88 79 672001 91 86 95 90 84 68 652002 83 93 91 95 77 65 642003 87 91 88 90 81 78 622004 86 93 89 89 82 63 722005 91 96 95 90 76 75 602006 89 99 95 95 81 78 702007 90 90 95 96 88 80 772008 96 99 97 95 90 81 802009 97 98 97 94 89 76 702010 91 92 94 95 84 78 752011 95 95 93 96 87 84 812012 98 96 89 95 86 73 632013 91 93 95 89 92 74 70

prom 90.2 92.95 92.8 92.4 84.2 74.85 67.85

AGO SEP OCT NOV DIC Max17.7 16.8 16.1 15.8 16.2 17.716.8 17 15.8 15.4 15 1717.5 17.6 15.8 15.5 16.1 17.6

19 17.1 17.2 16.5 17.4 1917.2 16.6 16.6 15.6 15.5 1816.8 15.3 15.5 14.8 14.6 16.817.5 15.8 17 15.6 16 17.519.3 16.7 17.3 16 16.1 19.318.8 17.9 17.4 17.1 17.1 18.818.4 18 16.7 16.4 16.1 18.4

18 17 16.1 15.7 15.2 18.318 18 16.1 15.3 15.1 18.319 18.1 17.9 16.5 16.7 19

17.6 18.6 16.6 16.2 15 18.617.6 17.9 17.3 16.4 15.6 18.517.7 19.1 17.8 17.5 16.8 19.117.2 16.1 16.2 15.1 14.6 17.716.9 16.8 14.8 15.3 14.9 17.717.2 17.2 15.6 14.7 14.9 17.6

16 16.5 15.9 14.7 14 1717.71 17.205 16.485 15.805 15.645

AGO SEP OCT NOV DIC Max12.9 11.6 11.4 11.6 12.2 12.9

12 12.8 12.1 12.1 11.6 12.812.8 12.3 11.8 11 11.8 12.814.5 12.8 12.8 12.9 14.4 14.5

13 12.6 12.7 11.6 11.5 14.912.6 11.8 11.5 10.7 11.7 12.8

13 11.8 12.2 10.3 12.3 1314.5 12.2 12.8 12.1 12.4 14.5

14 13.2 13.1 12.8 13 1413.9 13.4 12.2 12.1 12 13.913.4 12.7 12.4 11.8 11.7 14.113.5 13.8 12.1 10.6 11.1 13.813.9 12.8 12.6 11.9 12.7 13.912.9 13.3 12.4 12.2 10.8 13.511.8 12.9 12.8 11.5 10.3 12.9

12 13.7 11 12.4 12.5 13.710.8 11.5 10.6 9.8 10.7 13.611.7 12 11.6 11.3 11.4 13.112.5 12 10.6 10.7 10.2 12.810.5 11.5 11.4 9.6 10.2 12.6

12.81 12.535 12.005 11.45 11.725

AGO SEP OCT NOV DIC22.4 22.1 20.8 20.1 20.121.5 21.2 19.6 18.7 18.322.1 22.9 19.9 20.2 20.423.4 21.3 21.5 20.1 20.321.5 20.7 20.5 19.6 19.420.9 18.8 19.6 19 17.5

22 19.9 21.9 21 19.624.1 21.1 21.8 19.9 19.923.6 22.7 21.7 21.3 21.122.8 22.5 21.2 20.7 20.222.5 21.1 19.6 19.5 18.6

24 23 20 20 19.122.3 24 23.2 21.1 20.723.4 22.9 21 20.2 19.223.6 24.4 22.1 21.3 20.823.6 20.8 22.8 22.6 21.222.2 21.5 21.4 20.4 18.621.7 22.5 19 19.2 18.321.7 21.5 19.5 18.7 19.521.4 21.5 20.4 19.8 19.5

22.535 21.82 20.875 20.17 19.615

AGO SEP OCT NOV DIC69 76 80 79 8370 71 79 87 8365 71 79 67 7854 79 79 83 8471 74 75 77 7966 80 78 78 9266 82 68 61 8853 77 72 83 8856 67 77 80 8460 64 74 79 8460 74 83 81 8868 70 81 73 8370 78 73 86 8985 73 84 85 8587 80 88 90 8773 68 77 77 8873 79 75 78 8976 81 79 80 8965 68 82 90 8675 73 83 76 86

68.1 74.25 78.3 79.5 85.65

granadillaMes Decada Etapa Kc ETc ETc Prec. efec

coef mm/día mm/dec mm/decFeb 1 Inic 0.37 0.99 4.9 14.7Feb 2 Inic 0.3 0.81 8.1 34.1Feb 3 Inic 0.3 0.8 6.4 33.8

0.32333333Mar 1 Inic 0.3 0.79 7.9 33.2Mar 2 Inic 0.3 0.78 7.8 33.6Mar 3 Inic 0.3 0.81 8.9 32.4

0.3Abr 1 Des 0.31 0.85 8.5 31.9Abr 2 Des 0.37 1.05 10.5 31.3Abr 3 Des 0.44 1.32 13.2 26.5

0.37333333May 1 Des 0.51 1.61 16.1 20.5May 2 Des 0.57 1.92 19.2 15.7May 3 Des 0.65 2.23 24.5 14.2

0.57666667Jun 1 Des 0.72 2.54 25.4 12.6Jun 2 Med 0.78 2.82 28.2 10.6Jun 3 Med 0.79 2.92 29.2 10.2

0.76333333Jul 1 Med 0.79 2.99 29.9 10.3Jul 2 Med 0.79 3.06 30.6 9.9Jul 3 Med 0.79 3.06 33.7 8.3

0.79Ago 1 Med 0.79 3.07 30.7 5.6Ago 2 Med 0.79 3.07 30.7 3.6Ago 3 Med 0.79 2.87 31.6 6.1

0.79Sep 1 Med 0.79 2.68 26.8 8.7Sep 2 Med 0.79 2.48 24.8 10.6Sep 3 Med 0.79 2.5 25 14.1

0.79Oct 1 Med 0.79 2.52 25.2 18.9Oct 2 Med 0.79 2.54 25.4 22.9Oct 3 Med 0.79 2.46 27.1 21.9

0.79Nov 1 Med 0.79 2.38 23.8 20.1Nov 2 Fin 0.77 2.25 22.5 19.6Nov 3 Fin 0.72 2.1 21 20.1

0.76Dic 1 Fin 0.67 1.96 19.6 20.9Dic 2 Fin 0.62 1.81 18.1 21.3Dic 3 Fin 0.57 1.59 17.5 20.9

0.62Ene 1 Fin 0.51 1.39 13.9 19.1Ene 2 Fin 0.46 1.2 12 18.1Ene 3 Fin 0.41 1.08 11.9 22.9

0.46Feb 1 Fin 0.37 0.99 4.9 14.7

725.4 693.8pasto

Mes Decada Etapa Kc ETc ETc Prec. efec


0.5Mar 1 Des 0.53 1.39 13.9 33.2Mar 2 Des 0.63 1.64 16.4 33.6Mar 3 Des 0.74 1.98 21.8 32.4

0.63333333Abr 1 Med 0.81 2.24 22.4 31.9Abr 2 Med 0.81 2.32 23.2 31.3Abr 3 Fin 0.8 2.41 24.1 26.5

0.80666667May 1 Fin 0.77 2.45 17.2 14.3

168.4 282.7limaMes Decada Etapa Kc ETc ETc Prec. efec



0.43333333Abr 1 Med 0.34 0.96 9.6 31.9Abr 2 Med 0.34 0.98 9.8 31.3Abr 3 Fin 0.42 1.28 12.8 26.5

0.36666667May 1 Fin 0.44 1.41 9.9 14.3

106.9 282.7

maiz amilaceoMes Decada Etapa Kc ETc ETc Prec. efec


0.6Mar 1 Inic 0.6 1.58 15.8 33.2Mar 2 Inic 0.6 1.56 15.6 33.6Mar 3 Des 0.6 1.63 17.9 32.4

0.6Abr 1 Des 0.67 1.85 18.5 31.9Abr 2 Des 0.74 2.13 21.3 31.3Abr 3 Des 0.82 2.48 24.8 26.5

0.74333333May 1 Des 0.9 2.86 28.6 20.5May 2 Des 0.98 3.27 32.7 15.7May 3 Des 1.06 3.64 40 14.2

0.98Jun 1 Med 1.13 3.99 39.9 12.6Jun 2 Med 1.14 4.13 41.3 10.6Jun 3 Med 1.14 4.24 42.4 10.2

1.13666667Jul 1 Med 1.14 4.34 43.4 10.3Jul 2 Med 1.14 4.45 44.5 9.9Jul 3 Med 1.14 4.45 49 8.3

1.14Ago 1 Med 1.14 4.45 44.5 5.6Ago 2 Med 1.14 4.45 44.5 3.6Ago 3 Fin 1.13 4.11 45.2 6.1

1.13666667Sep 1 Fin 1.04 3.55 35.5 8.7Sep 2 Fin 0.96 3.02 30.2 10.6Sep 3 Fin 0.87 2.77 27.7 14.1

0.95666667Oct 1 Fin 0.79 2.52 25.2 18.9Oct 2 Fin 0.7 2.26 22.6 22.9Oct 3 Fin 0.61 1.91 21 21.9

0.7Nov 1 Fin 0.55 1.67 5 6

812.5 499.3

amaRILLO DUROMes Decada Etapa Kc ETc ETc Prec. efec



0.72666667Abr 1 Des 0.93 2.6 26 31.9Abr 2 Des 1.03 2.96 29.6 31.3Abr 3 Med 1.1 3.32 33.2 26.5

1.02May 1 Med 1.1 3.5 35 20.5May 2 Med 1.1 3.68 36.8 15.7May 3 Med 1.1 3.78 41.6 14.2

1.1Jun 1 Fin 1.08 3.81 38.1 12.6Jun 2 Fin 0.92 3.33 33.3 10.6Jun 3 Fin 0.73 2.71 27.1 10.2

0.91Jul 1 Fin 0.58 2.2 13.2 6.2

409.2 358.5

CAFÉ

Mes Decada Etapa Kc ETc ETc Prec. efeccoef mm/día mm/dec mm/dec

Feb 1 Inic 0.85 2.26 9 11.8Feb 2 Inic 0.9 2.42 24.2 34.1Feb 3 Inic 0.9 2.39 19.2 33.8

0.88333333

Mar 1 Inic 0.9 2.37 23.7 33.2Mar 2 Inic 0.9 2.35 23.5 33.6Mar 3 Inic 0.9 2.42 26.7 32.4

0.9Abr 1 Des 0.9 2.5 25 31.9Abr 2 Des 0.9 2.58 25.8 31.3Abr 3 Des 0.9 2.72 27.2 26.5

0.9May 1 Des 0.9 2.85 28.5 20.5May 2 Des 0.89 2.99 29.9 15.7May 3 Des 0.89 3.07 33.7 14.2

0.89333333Jun 1 Des 0.89 3.14 31.4 12.6Jun 2 Des 0.89 3.22 32.2 10.6Jun 3 Des 0.89 3.29 32.9 10.2

0.89Jul 1 Des 0.89 3.37 33.7 10.3Jul 2 Des 0.88 3.44 34.4 9.9Jul 3 Des 0.88 3.43 37.8 8.3

0.88333333Ago 1 Med 0.88 3.43 34.3 5.6Ago 2 Med 0.88 3.43 34.3 3.6Ago 3 Med 0.88 3.21 35.3 6.1

0.88Sep 1 Med 0.88 2.99 29.9 8.7Sep 2 Med 0.88 2.77 27.7 10.6Sep 3 Med 0.88 2.79 27.9 14.1

0.88Oct 1 Med 0.88 2.82 28.2 18.9Oct 2 Med 0.88 2.84 28.4 22.9Oct 3 Med 0.88 2.75 30.3 21.9

0.88Nov 1 Med 0.88 2.67 26.7 20.1Nov 2 Med 0.88 2.58 25.8 19.6Nov 3 Med 0.88 2.58 25.8 20.1

0.88Dic 1 Med 0.88 2.57 25.7 20.9Dic 2 Med 0.88 2.57 25.7 21.3Dic 3 Med 0.88 2.47 27.2 20.9

0.88Ene 1 Med 0.88 2.37 23.7 19.1Ene 2 Fin 0.88 2.26 22.6 18.1Ene 3 Fin 0.86 2.26 24.8 22.9

0.87333333Feb 1 Fin 0.85 2.26 13.5 17.6

1016.5 693.8

PAPA


Feb 1 Inic 0.75 1.99 8 11.8Feb 2 Inic 0.75 2.02 20.2 34.1Feb 3 Inic 0.75 2 16 33.8

0.75Mar 1 Des 0.75 1.98 19.8 33.2

Mar 2 Des 0.82 2.14 21.4 33.6Mar 3 Des 0.92 2.47 27.2 32.4

0.83Abr 1 Des 1.02 2.82 28.2 31.9Abr 2 Med 1.08 3.08 30.8 31.3Abr 3 Med 1.08 3.26 32.6 26.5

1.06May 1 Med 1.08 3.43 34.3 20.5May 2 Med 1.08 3.6 36 15.7May 3 Med 1.08 3.7 40.7 14.2

1.08Jun 1 Fin 1.03 3.63 36.3 12.6Jun 2 Fin 0.92 3.34 33.4 10.6Jun 3 Fin 0.81 3.02 30.2 10.2

0.92Jul 1 Fin 0.73 2.77 16.6 6.2

431.7 358.5

FREJOL


Feb 1 Inic 0.4 1.06 4.2 11.8Feb 2 Inic 0.4 1.08 10.8 34.1Feb 3 Inic 0.4 1.06 8.5 33.8

0.4Mar 1 Des 0.41 1.07 10.7 33.2Mar 2 Des 0.53 1.38 13.8 33.6Mar 3 Des 0.71 1.91 21 32.4

0.55Abr 1 Des 0.89 2.47 24.7 31.9Abr 2 Med 1.05 3.01 30.1 31.3Abr 3 Med 1.08 3.28 32.8 26.5

1.00666667May 1 Med 1.08 3.46 34.6 20.5May 2 Med 1.08 3.63 36.3 15.7May 3 Med 1.08 3.73 41 14.2

1.08Jun 1 Fin 0.99 3.5 35 12.6Jun 2 Fin 0.78 2.82 28.2 10.6Jun 3 Fin 0.57 2.12 21.2 10.2

0.78Jul 1 Fin 0.4 1.53 9.2 6.2

362 358.5

ARVERJAMes Decada Etapa Kc ETc ETc Prec. efec


0.5Mar 1 Inic 0.5 1.32 13.2 33.2Mar 2 Des 0.56 1.47 14.7 33.6

Mar 3 Des 0.8 2.16 23.7 32.40.62

Abr 1 Med 1.03 2.87 28.7 31.9Abr 2 Med 1.08 3.1 31 31.3Abr 3 Med 1.08 3.27 32.7 26.5

1.06333333May 1 Fin 1.08 3.44 34.4 20.5May 2 Fin 1.06 3.54 35.4 15.7May 3 Fin 1.04 3.57 25 9

1.06

268.1 313.6

Req.Riegomm/dec

000

000

000

03.5

10.3

12.817.6

19

19.620.725.4

25.127.125.5

1814.210.9

6.22.55.2

3.72.9

1

000

000

0

271.2

Req.Riego

mm/dec000

000

000

0

0

Req.Riegomm/dec

000

000

000

0

0

Req.Riegomm/dec

000

000

000

8.216.925.8

27.330.832.2

33.134.540.7

3941

39.1

26.819.613.6

6.200

0

434.5

Req.Riegomm/dec

000

000

00

6.8

14.621.127.4

25.522.716.9

8.1

142.9

Req.Riegomm/dec

000

000

00

0.7

8.114.219.5

18.821.622.7

23.324.529.5

28.730.729.2

21.217.113.8

9.25.58.4

6.56.25.7

4.94.36.3

4.64.51.9

0

391.8

Req.Riegomm/dec

000

0

00

00

6.1

13.920.326.5

23.622.8

20

11.5

144.7

Req.Riegomm/dec

000

000

00

6.4

14.120.626.8

22.317.710.9

4

122.9

Req.Riegomm/dec

000

00

0

00

6.2

13.919.710.8

50.6


Feb 1 Inic 0.5 1.33 5.3 11.8Feb 2 Inic 0.5 1.34 13.4 34.1Feb 3 Inic 0.5 1.33 10.6 33.8

Mar 1 Inic 0.5 1.32 13.2 33.2Mar 2 Des 0.56 1.47 14.7 33.6Mar 3 Des 0.8 2.16 23.7 32.4

Abr 1 Med 1.03 2.87 28.7 31.9Abr 2 Med 1.08 3.1 31 31.3Abr 3 Med 1.08 3.27 32.7 26.5

May 1 Fin 1.08 3.44 34.4 20.5May 2 Fin 1.06 3.54 35.4 15.7May 3 Fin 1.04 3.57 25 9

268.1 313.6

Req.Riegomm/dec

000

000

00

6.2

13.919.710.8

50.6

Documents

Demanda Pgnde_con Proyecto - Chorro Blanco