7° BALANCE HIDRICO - SANTO TOMAS ok

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

95 95 95 95 95 95

50 50 50 50 50 50 50 50 50 50 50 50

40 40 40 40 40

30 30 30 30 30 30

LOCAL 20.90 20.90 20.90 20.90 20.90 20.90

TOTAL 235.90 235.899 100% 235.90 235.90 235.90 215.00 175.00 175.00 50.00 50.00 50.00 50.00 70.90 110.90

FUENTE: ELABORACION PROPIA


95 95 95 95 95 95 95 95 95 95 95 95

50 50 50 50 50 50 50 50 50 50 50 50

40 40 40 40 40 40 40 40 40 40 40 40

30 30 30 30 30 30 30 30 30 30 30 30

ARVEJA LOCAL 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90

TOTAL 235.90 235.90 100% 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90

FUENTE: ELABORACION PROPIA

20.90

20.90

40 LOCAL 40 16.96%

PASTOS 50 RYE GRASS 50 21.20%

MAIZ 95 LOCAL 95 40.27%

TRIGO 40 LOCAL 40 16.96%

PAPA 30 LOCAL 30 12.72%

PASTOS 50 RYE GRASS 50 21.20%

MAIZ 95 LOCAL 95 40.27%

Proyecto: "Construccion del Sistema de Riego de los Sectores Yopsol, Carangote, Ishpingo y Cuangapampa Distrito de Santo Tomas Luya Amazonas"

ANEXO

CEDULA DE CULTIVO PARA LA SITUACION ACTUAL SIN PROYECTO

CULTIVOSSUPERFICIE

TOTAL (HAS)VARIEDAD

SUPERFICIE

(HAS)%

MESES DEL AO

8.86%

ARVEJA 8.86%

PAPA 30 LOCAL 30 12.72%

CEDULA DE CULTIVO PARA LA SITUACION CON PROYECTO

CULTIVOS -

PRINCIPAL

SUPERFICIE

TOTAL (HAS)VARIEDAD

SUPERFICIE

(HAS)%

MESES DEL AO

TRIGO

MAIZ 40%

PASTOS 21%

TRIGO 17%

PAPA 13%

ARVEJA 9%

MAIZ 40%

PASTOS 21%

TRIGO 17%

PAPA 13%

ARVEJA 9%

Lat.: Long.: Alt.: 1,285 msnm

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

TMC 20.15 20.10 19.90 22.08 22.90 23.20 23.40 23.10 23.30 21.80 21.30 20.70

TMF 68.27 68.18 67.82 71.74 73.22 73.76 74.12 73.58 73.94 71.24 70.34 69.26

HR 70.20 72.90 73.70 69.60 61.80 61.20 60.04 60.20 60.00 68.00 69.10 70.00

CH 0.91 0.86 0.85 0.92 1.03 1.03 1.05 1.05 1.05 0.94 0.92 0.91

CE 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03

MF 2.45 2.21 2.36 2.12 1.98 1.82 1.98 2.10 2.23 2.42 2.37 2.44

Eto 155.27 133.25 139.94 142.58 152.57 142.38 157.64 166.21 177.24 166.19 157.85 157.73 1,848.85

Donde:



T 20.15 20.10 19.90 22.08 22.90 23.20 23.40 23.10 23.30 21.80 21.30 20.70

P 1/

8.71 7.81 8.50 8.12 8.30 8.00 8.19 8.37 8.18 8.59 8.38 8.74

f 15.16 13.58 14.70 14.85 15.50 15.05 15.48 15.70 15.42 15.60 15.03 15.44

Kt 0.87 0.87 0.86 0.93 0.95 0.96 0.97 0.96 0.97 0.92 0.90 0.88

ETo 131.48 117.53 126.32 137.74 147.64 144.76 149.89 150.60 148.86 143.33 135.72 136.49 1,670.37

Donde:



932.52 2000 20.35 20.30 20.10 22.28 23.10 23.40 23.60 23.30 23.50 22.00 21.50 20.90

2.50 2001 20.05 20.00 19.80 21.98 22.80 23.10 23.30 23.00 23.20 21.70 21.20 20.60

2002 19.95 19.90 19.70 21.88 22.70 23.00 23.20 22.90 23.10 21.60 21.10 20.50

2003 20.05 20.00 19.80 21.98 22.80 23.10 23.30 23.00 23.20 21.70 21.20 20.60

2004 20.15 20.10 19.90 22.08 22.90 23.20 23.40 23.10 23.30 21.80 21.30 20.70

2005 19.85 19.80 19.60 21.78 22.60 22.90 23.10 22.80 23.00 21.50 21.00 20.40

2006 19.95 19.90 19.70 21.88 22.70 23.00 23.20 22.90 23.10 21.60 21.10 20.50

2007 20.05 20.00 19.80 21.98 22.80 23.10 23.30 23.00 23.20 21.70 21.20 20.60

2008 20.35 20.30 20.10 22.28 23.10 23.40 23.60 23.30 23.50 22.00 21.50 20.90

2009 20.45 20.40 20.20 22.38 23.20 23.50 23.70 23.40 23.60 22.10 21.60 21.00

Proyecto: "Construccion del Sistema de Riego de los Sectores Yopsol, Carangote, Ishpingo y Cuangapampa Distrito de

Santo Tomas Luya Amazonas"

ANEXO

CLCULO DE LA EVAPOTRANSPIRACIN POTENCIAL (mm/da)

MTODO DE HARGREAVES

Frmulas Empleadas : ETo = MF x TMF x CH X CE; TMF = (9/5)TMC + 32; CE = 1.0 + 0.04(E/2000)

CH = 0.166 x ( 100 - HR )1/2

, para HR>64%; para HR

2010 20.45 20.40 20.20 22.38 23.20 23.50 23.70 23.40 23.60 22.10 21.60 21.00

Promedio 20.15 20.10 19.90 22.08 22.90 23.20 23.40 23.10 23.30 21.80 21.30 20.70



2000 61.90 64.60 65.40 61.30 53.50 52.90 51.74 51.90 51.70 59.70 60.80 61.70

2001 65.10 67.80 68.60 64.50 56.70 56.10 54.94 55.10 54.90 62.90 64.00 64.90

2002 63.40 66.10 66.90 62.80 55.00 54.40 53.24 53.40 53.20 61.20 62.30 63.20

2003 69.20 71.90 72.70 68.60 60.80 60.20 59.04 59.20 59.00 67.00 68.10 69.00

2004 71.80 74.50 75.30 71.20 63.40 62.80 61.64 61.80 61.60 69.60 70.70 71.60

2005 68.00 70.70 71.50 67.40 59.60 59.00 57.84 58.00 57.80 65.80 66.90 67.80

2006 69.30 72.00 72.80 68.70 60.90 60.30 59.14 59.30 59.10 67.10 68.20 69.10

2007 66.30 69.00 69.80 65.70 57.90 57.30 56.14 56.30 56.10 64.10 65.20 66.10

2008 74.90 77.60 78.40 74.30 66.50 65.90 64.74 64.90 64.70 72.70 73.80 74.70

2009 79.10 81.80 82.60 78.50 70.70 70.10 68.94 69.10 68.90 76.90 78.00 78.90

2010 83.20 85.90 86.70 82.60 74.80 74.20 73.04 73.20 73.00 81.00 82.10 83.00

Promedio 70.20 72.90 73.70 69.60 61.80 61.20 60.04 60.20 60.00 68.00 69.10 70.00



2000 145.60 146.10 147.90 139.20 123.90 95.70 96.60 94.00 93.20 95.40 104.60 109.70

2001 90.80 94.50 96.50 92.80 78.00 49.80 50.70 48.10 47.30 49.50 58.70 63.80

2002 173.40 174.60 176.70 169.50 154.50 126.30 127.20 124.60 123.80 126.00 135.20 140.30

2003 139.80 140.90 143.40 137.30 125.20 97.00 97.90 95.30 94.50 96.70 105.90 111.00

2004 104.30 105.80 107.90 102.10 87.60 59.40 60.30 57.70 56.90 59.10 68.30 73.40

2005 124.90 126.00 129.20 121.60 107.20 79.00 79.90 77.30 76.50 78.70 87.90 93.00

2006 118.20 120.60 122.40 117.30 105.80 77.60 78.50 75.90 75.10 77.30 86.50 91.60

2007 143.90 145.10 147.30 138.10 122.30 94.10 95.00 92.40 91.60 93.80 103.00 108.10

2008 111.20 113.20 115.60 110.10 90.30 62.10 63.00 60.40 59.60 61.80 71.00 76.10

2009 152.20 154.10 156.30 152.70 135.70 107.50 108.40 105.80 105.00 107.20 116.40 121.50

2010 175.20 177.30 179.20 172.40 154.30 126.10 127.00 124.40 123.60 125.80 135.00 140.10

Promedio 134.50 136.20 138.40 132.10 116.80 88.60 89.50 86.90 86.10 88.30 97.50 102.60

06 29' S 78 24' W

AOMESES

HUMEDAD RELATIVA (%)

ESTACIN: Estacin Climatolgica Ordinaria JAMALCA - UTCUBAMBA - AMAZONAS

06 29' S 78 24' W

AOMESES

PRECIPITACIN MEDIA MENSUAL ( mm )


LAT.

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

1.00 2.79 2.12 2.35 2.20 2.14 1.99 2.09 2.22 2.26 2.36 2.23 2.27

2.00 2.37 2.14 2.36 2.18 2.11 1.96 2.05 2.19 2.25 2.37 2.26 2.30

3.00 2.35 2.15 2.36 2.17 2.08 1.92 2.03 2.17 2.25 2.39 2.29 2.34

4.00 2.39 2.17 2.36 2.15 2.05 1.89 1.99 2.15 2.24 2.40 2.32 2.37

5.00 2.42 2.19 2.36 2.13 2.02 1.85 1.96 2.13 2.23 2.41 2.35 2.41

6.00 2.45 2.21 2.36 2.12 1.98 1.82 1.98 2.10 2.23 2.42 2.37 2.44

7.00 2.48 2.22 2.36 2.10 1.96 1.79 1.89 2.08 2.22 2.43 2.40 2.48

8.00 2.51 2.24 2.36 2.08 1.93 1.75 1.86 2.05 2.21 2.44 2.42 2.51

9.00 2.54 2.25 2.36 2.06 1.90 1.72 1.82 2.03 2.20 2.45 2.45 2.54

10.00 2.57 2.27 2.36 2.04 1.86 1.68 1.79 2.00 2.49 2.46 2.47 2.58

11.00 2.60 2.28 2.35 2.02 1.83 1.64 1.75 1.98 2.18 2.47 2.50 2.61

12.00 2.63 2.29 2.35 2.00 1.80 1.61 1.72 1.95 2.17 2.48 2.52 2.64

13.00 2.65 2.31 2.35 1.98 1.77 1.57 1.68 1.92 2.16 2.48 2.54 2.68

14.00 2.68 2.32 2.34 1.96 1.73 1.54 1.65 1.90 2.14 2.49 2.57 2.71

15.00 2.71 2.33 2.33 2.94 1.70 1.50 1.61 1.87 2.13 2.50 2.59 2.74

16.00 2.73 2.34 2.32 1.91 1.67 1.46 1.58 1.84 2.12 2.50 2.61 2.77

17.00 2.76 2.35 2.32 1.89 1.63 1.43 1.54 1.81 2.16 2.50 2.63 2.80

18.00 2.79 2.36 2.31 1.87 2.60 1.39 1.50 1.78 2.09 2.51 2.65 2.83

19.00 2.81 2.37 2.30 1.84 1.56 1.35 1.47 1.75 2.07 2.31 2.67 2.86

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

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

00 8.49 7.67 8.47 8.22 8.49 8.49 8.49 8.49 8.49 8.49 8.22 8.49

02 8.55 7.71 8.49 8.19 8.44 8.17 8.43 8.44 8.59 8.52 8.29 8.55

04 8.64 7.76 8.50 8.17 8.39 8.08 8.20 8.41 8.19 8.56 8.33 8.65

06 8.71 7.81 8.50 8.12 8.30 8.00 8.19 8.37 8.18 8.59 8.38 8.74

08 8.79 7.84 8.51 8.11 8.24 7.91 8.13 8.32 8.18 8.62 8.47 8.84

10 8.85 7.86 8.52 8.09 8.18 7.84 8.11 8.28 8.18 8.65 8.52 8.96

12 8.91 7.91 8.53 8.06 8.15 7.79 8.08 8.26 8.17 8.67 8.58 8.95

14 8.97 7.97 8.54 8.03 8.07 7.70 7.08 8.19 8.16 8.69 8.65 9.01

16 9.09 8.02 8.56 7.98 7.96 7.57 7.94 8.14 8.14 8.76 8.72 9.17

18 9.18 8.06 8.57 7.93 7.89 7.05 7.88 8.90 8.14 8.80 8.80 9.24

20 9.25 8.09 8.58 7.92 7.83 7.41 7.73 8.05 8.13 8.83 8.85 9.32

22 9.36 8.12 8.58 7.89 7.74 7.30 7.75 8.03 8.13 8.86 8.90 9.38

24 9.44 8.17 8.59 7.87 7.60 7.24 7.58 7.99 8.12 8.89 8.96 9.47

26 9.52 8.28 8.60 7.81 7.56 7.07 7.49 7.87 8.11 8.94 9.10 9.61

28 9.61 8.31 8.61 7.79 7.49 6.69 7.40 7.85 8.10 8.97 9.19 9.73

30 9.67 8.33 8.63 7.75 7.43 6.94 7.30 7.80 8.09 9.00 9.24 9.80

FUENTE: Manual of Meteorology. Napier Shaw. Volumen II - 2da. Edicin.

INSOLACIN O RESPLANDOR SOLAR. VALORES DE P.

FUENTE: "El Riego" de Absaln Vsquez Villanueva.

FACTOR DE EVAPOTRANSPIRACIN POTENCIAL MF (mm/mes)

M E S E S


Lat.: 06 29' S Long.: 78 24' W Alt.: 1,285 msnm


2000-2010 20.15 20.10 19.90 22.08 22.90 23.20 23.40 23.10 23.30 21.80 21.30 20.70

Promedio 20.15 20.10 19.90 22.08 22.90 23.20 23.40 23.10 23.30 21.80 21.30 20.70

no se




2000-2010 70.20 72.90 73.70 69.60 61.80 61.20 60.04 60.20 60.00 68.00 69.10 70.00

Promedio 70.20 72.90 73.70 69.60 61.80 61.20 60.04 60.20 60.00 68.00 69.10 70.00




2000-2010 134.50 136.20 138.40 132.10 116.80 88.60 89.50 86.90 86.10 88.30 97.50 102.60

Promedio 134.50 136.20 138.40 132.10 116.80 88.60 89.50 86.90 86.10 88.30 97.50 102.60

PP (m3/ha/mes) 1,345.00 1,362.0 1,384.00 1,321.00 1,168.00 886.00 895.00 869.00 861.00 883.00 975.00 1,026.00


JAMALCA 94.30 94.31 94.33 94.27 83.12 65.15 61.05 66.82 66.81 68.83 71.13 72.40

PP (m3/mes) 942.95 943.12 943.34 942.71 831.18 651.543 610.5475 668.19 668.11 688.25 711.25 724

CLCULO DE LA PRECIPITACIN EFECTIVA (mm)

MTODO DE WATER POWER RESOURCES SERVICE (WPRS-USA)

95

90

82

65

45

EstacinMESES

Incremento de la precipitacin

(mm)% de la precipitacin efectiva

5

30

55

80

105

130

155

ms de 155

0

25

5

06 29' S 78 24' W

AOMESES

FUENTE: Estacin Climatolgica Ordinaria JAMALCA - UTCUBAMBA - AMAZONAS

AOMESES

PRECIPITACIN MEDIA MENSUAL ( mm )

FUENTE: Estacin Climatolgica Ordinaria JAMALCA - UTCUBAMBA - AMAZONAS

TEMPERATURA MEDIA MENSUAL ( C )

06 29' S 78 24' W

FUENTE : Estacin Climatolgica Ordinaria JAMALCA - UTCUBAMBA - AMAZONAS

HUMEDAD RELATIVA MEDIA MENSUAL ( % )

AOMESES

FUENTE: "El Riego" - A. Vsquez V.

ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC

155.27 133.25 139.94 142.58 152.57 142.38 157.64 166.21 177.24 166.19 157.85 157.73

5.01 4.76 4.51 4.75 4.92 4.75 5.09 5.36 5.91 5.36 5.26 5.09

94.30 94.31 94.33 94.27 83.12 65.15 61.05 66.82 66.81 68.83 71.13 72.40

3.04 3.37 3.04 3.14 2.68 2.17 1.97 2.16 2.23 2.22 2.37 2.34

FUENTE: Elaboracion Propia

*Datos calculados por el mtodo de Hargreaves

2000

2001

REFERENCIA

Evapotranspiracin mm/mes*

Precipitacin Efectiva en mm/mes

0.00

1.00

2.00

3.00

4.00

5.00

6.00

ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC

mm 5.01 4.76 4.51 4.75 4.92 4.75 5.09 5.36 5.91 5.36 5.26 5.09

Eto

(m

m/d

ia)

Evapotranspiracin Potencial (Eto)

2000

2001


0.35 0.62 0.91 1.02 0.80 0.80

0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85

0.90 1.09 1.08 0.51 0.50

0.3 0.7 1.01 1.04 0.5 0.4

0.93 0.97 0.77 0.4 0.71

TOTAL 235.90 0.59 0.79 0.93 0.81 0.57 0.55 0.18 0.18 0.18 0.18 0.22 0.33

FUENTE: NECESIDADES DE AGUA DE LOS CULTIVOS FAO - ELABORACION PROPIA


0.35 0.62 0.91 1.02 0.80 0.80 0.35 0.62 0.91 1.02 0.80 0.80

0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85

0.90 1.09 1.08 0.51 0.50 0.9 1.09 1.08 0.51 0.5 0.90 0.50

0.3 0.7 1.01 1.04 0.5 0.4 0.3 0.7 1.01 1.04 0.5 0.4

0.93 0.97 0.77 0.4 0.71 0.93 0.97 0.77 0.4 0.71 0.4 0.71

TOTAL 235.90 0.59 0.79 0.93 0.85 0.71 0.79 0.63 0.77 0.80 0.87 0.75 0.70

FUENTE: NECESIDADES DE AGUA DE LOS CULTIVOS FAO - ELABORACION PROPIA

PASTOS 50

TRIGO 40

COFEICIENTES DE CULTIVO MENSUALES PARA LA SITUACION CON PROYECTO

CULTIVOS -

PRINCIPAL

SUPERFICIE

TOTAL (HAS)

MESES DEL AO

40

MAIZ 95

PAPA 30

ARVEJA 20.90

PAPA

ARVEJA

30

20.90


ANEXO

COEFICIENTES DE CULTIVO MENSUALES PARA LA SITUACION ACTUAL SIN PROYECTO

CULTIVOSSUPERFICIE

TOTAL (HAS)

MESES DEL AO

MAIZ 95

PASTOS 50

TRIGO

PARAMETRO UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC TOTAL

1. Evotransp. Potencial (mm/dia) 5.01 4.76 4.51 4.75 4.92 4.75 5.09 5.36 5.91 5.36 5.26 5.09

2. Kc ponderado 0.59 0.79 0.93 0.81 0.57 0.55 0.18 0.18 0.18 0.18 0.22 0.33

3. Evotranp. Real o Uso consuntivo (1*2) (mm/dia) 2.98 3.76 4.18 3.85 2.79 2.63 0.92 0.97 1.06 0.97 1.13 1.67

4. Precip. Efect. (mm/dia) 3.04 3.37 3.04 3.14 2.68 2.17 1.97 2.16 2.23 2.22 2.37 2.34

5. Requerimiento de Agua (3-4) (mm/dia) 0.00 0.39 1.14 0.71 0.10 0.45 0.00 0.00 0.00 0.00 0.00 0.00

6. Eficiencia de riego (%) 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70

7. N dias del mes (dias) 31.00 28.00 31.00 30.00 31.00 30.00 31.00 31.00 30.00 31.00 30.00 31.00 365.00

(mm/dia) 0.00 0.56 1.63 1.01 0.15 0.65 0.00 0.00 0.00 0.00 0.00 0.00

(m3/ha/dia) 0.00 5.57 16.27 10.08 1.48 6.48 0.00 0.00 0.00 0.00 0.00 0.00

(m3/ha/mes) 0.00 155.84 504.36 302.50 46.02 194.41 0.00 0.00 0.00 0.00 0.00 0.00 1,203.13

9.-Area total has 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90

10. Volumen demandado m3/mes 0.0 36,761.4 118,978.8 71,359.5 10,856.9 45,860.4 0.0 0.0 0.0 0.0 0.0 0.0 283,816.9

Fuente. Elaboracin propia

La mayor demanda sin proyecto se observa en el mes de Setiembre Demanda maxima 16.27 m3/ha/dia

Demanda minima 0.00 m3/ha/dia

Demanda promedio 3.32 m3/ha/dia



2. Kc ponderado 0.59 0.79 0.93 0.85 0.71 0.79 0.63 0.77 0.80 0.87 0.75 0.70




6. Eficiencia de riego (75%) (%) 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70


(mm/dia) 0.00 0.56 1.63 1.25 1.19 2.24 1.76 2.82 3.55 3.50 2.28 1.76

(m3/ha/dia) 0.00 5.57 16.27 12.49 11.87 22.41 17.63 28.20 35.45 34.98 22.80 17.58

(m3/ha/mes) 0.00 155.84 504.36 374.68 367.90 672.38 546.59 874.31 1,063.55 1,084.35 684.11 545.02 6,873.09

9.-Area total (has) 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90

10. Volumen demandado (m3/mes) 0.0 36,761.4 118,978.8 88,387.3 86,786.9 158,614.1 128,940.9 206,248.0 250,889.6 255,796.8 161,380.4 128,569.9 1,621,354.2


La mayor demanda con proyecto se observa en el mes de Setiembre Demanda maxima 35.45 m3/ha/dia



DEMANDA DE AGUA CON PROYECTO

8. Requerimiento de agua (5/6)


ANEXO

DEMANDA DE AGUA SIN PROYECTO




2. Kc ponderado 0.35 0.62 0.91 1.02 0.80 0.80 0.35 0.62 0.91 1.02 0.80 0.80




6. Eficiencia de riego (%) 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70


(mm/dia) 0.00 0.00 1.52 2.44 1.79 2.32 0.00 1.67 4.50 4.64 2.63 2.48

(m3/ha/dia) 0.00 0.00 15.21 24.36 17.94 23.21 0.00 16.70 44.99 46.40 26.26 24.79

(m3/ha/mes) 0.00 0.00 471.53 730.93 556.20 696.38 0.00 517.63 1,349.68 1,438.39 787.92 768.35 7,317.02

9.-Area total has 95.00 95.00 95.00 95.00 95.00 95.00 95.00 95.00 95.00 95.00 95.00 95.00

10. Volumen demandado m3/mes 0.0 0.0 44,795.6 69,438.2 52,839.0 66,155.9 0.0 49,174.7 128,220.0 136,647.3 74,852.0 72,993.7 695,116.5


La mayor demanda sin proyecto se observa en el mes de Octubre Demanda maxima 46.40 m3/ha/dia





2. Kc ponderado 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85






(mm/dia) 1.74 0.97 1.13 1.28 2.15 2.66 3.36 3.43 3.99 3.34 3.00 2.84

(m3/ha/dia) 17.37 9.67 11.34 12.82 21.46 26.60 33.61 34.31 39.93 33.38 30.02 28.42

(m3/ha/mes) 538.41 270.76 351.59 384.65 665.18 798.07 1,041.98 1,063.76 1,197.76 1,034.79 900.67 881.02 9,128.64

9.-Area total (has) 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00 50.00

10. Volumen demandado (m3/mes) 26,920.3 13,538.2 17,579.4 19,232.6 33,258.8 39,903.7 52,098.8 53,188.1 59,888.2 51,739.6 45,033.3 44,051.0 456,432.0







2. Kc ponderado 0.90 1.09 1.08 0.51 0.50 0.90 1.09 1.08 0.51 0.50 0.90 0.50






(mm/dia) 2.09 2.60 2.62 0.00 0.00 3.00 5.10 5.19 1.12 0.66 3.38 0.30

(m3/ha/dia) 20.95 25.99 26.17 0.00 0.00 29.99 51.05 51.93 11.23 6.58 33.78 2.98

(m3/ha/mes) 649.32 727.63 811.38 0.00 0.00 899.77 1,582.45 1,609.90 336.88 203.85 1,013.41 92.36 7,926.95

9.-Area total (has) 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00 40.00

10. Volumen demandado (m3/mes) 25,972.7 29,105.3 32,455.0 0.0 0.0 35,990.9 63,298.1 64,395.8 13,475.2 8,153.9 40,536.6 3,694.6 317,078.2


La mayor demanda con proyecto se observa en el mes de Agosto Demanda maxima 51.93 m3/ha/dia




ANEXO

DEMANDA DE AGUA DEL CULTIVO DE MAIZ - ESCENARIO CON PROYECTO


DEMANDA DE AGUA DEL CULTIVO DE PASTOS - ESCENARIO CON PROYECTO


DEMANDA DE AGUA DEL CULTIVO DE TRIGO - ESCENARIO CON PROYECTO




2. Kc ponderado 0.30 0.70 1.01 1.04 0.50 0.40 0.30 0.70 1.01 1.04 0.50 0.40






(mm/dia) 0.00 0.00 2.17 2.57 0.00 0.00 0.00 2.28 5.34 4.79 0.37 0.00

(m3/ha/dia) 0.00 0.00 21.66 25.72 0.00 0.00 0.00 22.83 53.43 47.93 3.71 0.00

(m3/ha/mes) 0.00 0.00 671.44 771.67 0.00 0.00 0.00 707.59 1,602.88 1,485.87 111.42 0.00 5,350.88

9.-Area total (has) 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00

10. Volumen demandado (m3/mes) 0.0 0.0 20,143.2 23,150.0 0.0 0.0 0.0 21,227.7 48,086.5 44,576.2 3,342.6 0.0 160,526.3







2. Kc ponderado 0.93 0.97 0.77 0.40 0.71 0.93 0.97 0.77 0.40 0.71 0.40 0.71






(mm/dia) 2.31 1.78 0.62 0.00 1.16 3.20 4.23 2.82 0.19 2.27 0.00 1.82

(m3/ha/dia) 23.09 17.83 6.18 0.00 11.61 32.03 42.33 28.19 1.95 22.66 0.00 18.24

(m3/ha/mes) 715.86 499.20 191.66 0.00 360.05 960.79 1,312.21 873.80 58.36 702.41 0.00 565.56 6,239.91

9.-Area total (has) 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90 20.90

10. Volumen demandado (m3/mes) 14,960.8 10,432.8 4,005.5 0.0 7,524.6 20,079.6 27,424.0 18,261.6 1,219.7 14,679.7 0.0 11,819.6 130,407.8


La mayor demanda con proyecto se observa en el mes de Julio Demanda maxima 42.33 m3/ha/dia



CULTIVOVOL/ha/CAMP

AA m3N ha

VOL TOTAL

m3/CAMPAA

N DIAS

CAMPAA

CAUDAL

CONDUCCION

lt/seg

MODULO DE

RIEGO lps/ha

MAIZ 7317.0 95.00 695,116.49 0.235

PASTOS 9128.6 50.00 456,431.99 0.293

TRIGO 7927.0 40.00 317,078.19 0.255

PAPA 5350.9 30.00 160,526.28 0.172

ARVEJA 6239.9 20.90 130,407.85 0.201

TOTALES 35963.4 235.90 1,468,626.7 360 47.217 0.293

Fuente: Elaboracin Propia

*Se concluye que 47.217 lt/seg es el caudal demandado por el sistema, por el cual ira dicho caudal por la linea de conduccion

hacia el reservorio; por otro lado para el diseo de las dos lineas de Distribucin principales se ha tomado el mayor modulo de

riego para hacer el dimensionamiento de la tubera el cual es 0.293 lps/ha

47.217

RESUMEN



DEMANDA DE AGUA DEL CULTIVO DE ARVEJA - ESCENARIO CON PROYECTO

DEMANDA DE AGUA DEL CULTIVO DE PAPA - ESCENARIO CON PROYECTO

360

FUENTE DE AGUA: QUEBRADA PEA NEGRA

UNID ENE FEB MAR ABR MAY JUN JUL AGO SEP OCT NOV DIC

Caudal lts/seg 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0

Caudal m3/h 72.0 72.0 72.0 72.0 72.0 72.0 72.0 72.0 72.0 72.0 72.0 72.0

Tiempo disponible por da h 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0 24.0

Volumen ofertado por da m3/da 1728.0 1728.0 1728.0 1728.0 1728.0 1728.0 1728.0 1728.0 1728.0 1728.0 1728.0 1728.0

N dias del mes (dias) 31.0 28.0 31.0 30.0 31.0 30.0 31.0 31.0 30.0 31.0 30.0 31.0

Volmen ofertado por ha/da m3/mes 53568.0 48384.0 53568.0 51840.0 53568.0 51840.0 53568.0 53568.0 51840.0 53568.0 51840.0 53568.0

Area del Proyecto Has 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90 235.90

Volmen ofertado por ha/da m/ha/da 7.3 7.3 7.3 7.3 7.3 7.3 7.3 7.3 7.3 7.3 7.3 7.3

FUENTE DE AGUA: QUEBRADA EL CIENEGO


Caudal lts/seg 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0 10.0

Caudal m3/h 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0 36.0







FUENTE DE AGUA: QUEBRADA SAN JOSE


Caudal lts/seg 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0 40.0

Caudal m3/h 144.0 144.0 144.0 144.0 144.0 144.0 144.0 144.0 144.0 144.0 144.0 144.0







Fuente:Elaboracion Propia

OFERTA DE AGUA CON PROYECTO - QUEBRADA PEA NEGRA



ANEXO

OFERTA DE AGUA CON PROYECTO - EL CIENEGO


OFERTA DE AGUA CON PROYECTO - SAN JOSE

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

Demanda (m3/mes) 0.0 36,761.4 118,978.8 71,359.5 10,856.9 45,860.4 0.0 0.0 0.0 0.0 0.0 0.0

OFERTA (m3/mes) 222,441.0 222,481.1 222,533.0 222,384.3 196,074.5 153,698.3 144,027.5 157,625.4 157,606.5 162,357.5 167,783.2 170,790.9

Balance (m3/mes) 222,441.0 185,719.7 103,554.2 151,024.8 185,217.7 107,838.0 144,027.5 157,625.4 157,606.5 162,357.5 167,783.2 170,790.9

Fuente. Elaboracin propia.

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

Demanda (m3/mes) 0.0 36,761.4 118,978.8 88,387.3 86,786.9 158,614.1 128,940.9 206,248.0 250,889.6 255,796.8 161,380.4 128,569.9

Oferta (m3/mes) 187,488.0 169,344.0 187,488.0 181,440.0 187,488.0 181,440.0 187,488.0 187,488.0 181,440.0 187,488.0 181,440.0 187,488.0

Balance (m3/mes) 187,488.0 132,582.6 68,509.2 93,052.7 100,701.1 22,825.9 58,547.1 -18,760.0 -69,449.6 -68,308.8 20,059.6 58,918.1

BALANCE DE AGUA - SIN PROYECTO

BALANCE DE AGUA - CON PROYECTO


ANEXO


DEMANDA DE AGUA 0.0 36,761. 118,978 71,359. 10,856. 45,860. 0.0 0.0 0.0 0.0 0.0 0.0

OFERTA DE AGUA 222,441 222,481 222,533 222,384 196,074 153,698 144,027 157,625 157,606 162,357 167,783 170,790

0.0

50,000.0

100,000.0

150,000.0

200,000.0

250,000.0V

OLU

MEN

DE

AG

UA

(m

3/m

es)


DEMANDA DE AGUA 0.0 36,761.4118,978.88,387.386,786.9158,614.128,940.206,248.250,889.255,796.161,380.128,569.

OFERTA DE AGUA 187,488.169,344.187,488.181,440.187,488.181,440.187,488.187,488.181,440.187,488.181,440.187,488.

0.0

50,000.0

100,000.0

150,000.0

200,000.0

250,000.0

300,000.0

VO

LUM

EN D

E A

GU

A (

m3

/me

s)

7° BALANCE HIDRICO - SANTO TOMAS ok

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