PRECIPITACIONES PROMEDIO MENSUALES (mm) - CUENCA HIDROGRAFICA

ESTACION ALTITUD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC TOTALCHAQUICCOCHA 4114.00 141.10 229.80 199.20 68.90 24.30 10.60 22.40 29.80 60.00 67.60 82.70 161.70 1098.10

CHOCCORO 4025.00 131.40 182.90 181.60 59.90 31.20 16.10 26.60 36.90 42.80 80.20 56.30 109.30 955.20CUCHOQUESERA 3750.00 170.10 187.00 162.30 63.20 17.10 11.20 22.70 33.00 35.30 57.40 62.40 98.60 920.30

PUTACCA 3550.00 162.80 171.70 147.50 49.70 21.70 11.80 16.00 20.90 28.50 58.70 71.10 129.60 890.00CHONTACA 3525.00 162.50 149.90 136.90 62.60 13.50 9.60 13.20 15.80 27.70 52.00 63.10 97.80 804.60

PAMPA CANGALLO 3350.00 144.60 132.00 140.00 40.00 9.00 4.50 7.50 15.90 32.90 38.10 60.10 99.00 723.60TAMBILLO 3250.00 129.53 144.52 130.01 46.18 11.57 7.26 16.17 14.84 27.32 49.09 70.72 109.57 756.79

CHURCAMPA 3200.00 116.40 103.70 93.90 40.00 19.60 10.90 8.90 11.70 31.50 48.50 61.00 79.10 625.20HUANCAPI 3061.00 113.50 123.90 129.50 30.70 10.60 2.80 6.40 8.70 21.70 35.00 37.90 63.00 583.70AYACUCHO 2761.00 107.00 104.70 97.50 31.70 9.80 6.40 5.70 11.80 25.00 39.60 48.60 72.50 560.30

ESTACION INFERIDAAREAS DE CULTIVO 4150.00 159.10 213.27 192.00 69.65 26.23 13.67 25.56 34.26 48.18 72.66 73.78 138.52 1066.88

0.58 0.92 0.93 0.91 0.79 0.71 0.90 0.89 0.82 0.88 0.61 0.780.03 0.09 0.07 0.03 0.01 0.01 0.02 0.02 0.02 0.03 0.02 0.05

31.79 -148.41 -109.09 -52.56 -30.17 -13.68 -40.46 -51.74 -41.28 -47.64 -0.58 -80.60

4150.00 159.10 213.27 192.00 69.65 26.23 13.67 25.56 34.26 48.18 72.66 73.78 138.52

159.10 213.27 192.00 69.65 26.23 13.67 25.56 34.26 48.18 72.66 73.78 138.52

PRECIPITACIONES PROMEDIO MENSUALES (mm) - CUENCA HIDROGRAFICA

ESTACION ALTITUD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC TOTALCHAQUICCOCHA 4,114.00 141.10 229.80 199.20 68.90 24.30 10.60 22.40 29.80 60.00 67.60 82.70 161.70 1,098.10

CHOCCORO 4,025.00 131.40 182.90 181.60 59.90 31.20 16.10 26.60 36.90 42.80 80.20 56.30 109.30 955.20CUCHOQUESERA 3,750.00 170.10 187.00 162.30 63.20 17.10 11.20 22.70 33.00 35.30 57.40 62.40 98.60 920.30

PUTACCA 3,550.00 162.80 171.70 147.50 49.70 21.70 11.80 16.00 20.90 28.50 58.70 71.10 129.60 890.00CHONTACA 3,525.00 162.50 149.90 136.90 62.60 13.50 9.60 13.20 15.80 27.70 52.00 63.10 97.80 804.60

PAMPA CANGALLO 3,350.00 144.60 132.00 140.00 40.00 9.00 4.50 7.50 15.90 32.90 38.10 60.10 99.00 723.60TAMBILLO 3,250.00 129.53 144.52 130.01 46.18 11.57 7.26 16.17 14.84 27.32 49.09 70.72 109.57 756.79

CHURCAMPA 3,200.00 116.40 103.70 93.90 40.00 19.60 10.90 8.90 11.70 31.50 48.50 61.00 79.10 625.20HUANCAPI 3,061.00 113.50 123.90 129.50 30.70 10.60 2.80 6.40 8.70 21.70 35.00 37.90 63.00 583.70AYACUCHO 2,761.00 107.00 104.70 97.50 31.70 9.80 6.40 5.70 11.80 25.00 39.60 48.60 72.50 560.30

ESTACION INFERIDABOCATOMA 4,050.00 156.04 204.55 184.75 66.70 24.88 13.01 23.97 32.19 46.02 69.76 71.99 133.24 1,027.10

0.58 0.92 0.93 0.91 0.79 0.71 0.90 0.89 0.82 0.88 0.61 0.780.03 0.09 0.07 0.03 0.01 0.01 0.02 0.02 0.02 0.03 0.02 0.05

31.79 -148.41 -109.09 -52.56 -30.17 -13.68 -40.46 -51.74 -41.28 -47.64 -0.58 -80.60

4,050.00 156.04 204.55 184.75 66.70 24.88 13.01 23.97 32.19 46.02 69.76 71.99 133.24

156.04 204.55 184.75 66.70 24.88 13.01 23.97 32.19 46.02 69.76 71.99 133.24

GENERACION DE CAUDALES MEDIOS MENSUALES EN BOCATOMA

DESCRIPCION BOCATOMAAREA DE CUENCA 13.60 KM2ALTITUD MEDIA DE CUENCA 4,050.00 MSNMALTITUD CAPTACION 3,550.00 MSNMPRECIPITACION TOTAL 1,066.88 MM/AÑO

COEFICIENTE DE ESCORRENTIA 0.65

MES DIAS PP TOTAL PP 75%

MM MM LPS M3ENERO 31.00 159.10 119.32 393.83 1,054,833.00FEBRERO 28.00 213.27 159.95 584.48 1,413,980.10MARZO 31.00 192.00 144.00 475.27 1,272,960.00ABRIL 30.00 69.65 52.24 178.16 461,779.50MAYO 31.00 26.23 19.67 64.93 173,904.90JUNIO 30.00 13.67 10.25 34.97 90,632.10JULIO 30.00 25.56 19.17 65.38 169,462.80AGOSTO 31.00 34.26 25.70 84.81 227,143.80SETIEMBRE 30.00 48.18 36.14 123.24 319,433.40OCTUBRE 31.00 72.66 54.50 179.86 481,735.80NOVIEMBRE 30.00 73.78 55.34 188.72 489,161.40DICIEMBRE 31.00 138.52 103.89 342.89 918,387.60TOTAL 1,066.88 800.16 7,073,414.40

CAUDAL BOCATOMA

VOLUMEN GENERADO

GENERACION DE CAUDALES MEDIOS MENSUALES EN QUEBRADA PALLCCA

DESCRIPCION PRESA PALLCCAAREA DE CUENCA 6.30 KM2ALTITUD MEDIA DE CUENCA 4,150.00 MSNMALTITUD PRESA 3,980.00 MSNMPRECIPITACION TOTAL 1,066.88 MM/AÑOCOEFICIENTE DE ESCORRENTIA 0.70

MES N° DE DIAS

MM MM LPS M3ENERO 31 159.10 119.32 196.47 526,223

FEBRERO 28 213.27 159.95 291.58 705,391MARZO 31 192.00 144.00 237.10 635,040ABRIL 30 69.65 52.24 88.88 230,367MAYO 31 26.23 19.67 32.39 86,756JUNIO 30 13.67 10.25 17.44 45,214JULIO 30 25.56 19.17 32.62 84,540

AGOSTO 31 34.26 25.70 42.31 113,315SETIEMBRE 30 48.18 36.14 61.48 159,355OCTUBRE 31 72.66 54.50 89.73 240,323

NOVIEMBRE 30 73.78 55.34 94.15 244,027DICIEMBRE 31 138.52 103.89 171.06 458,155

TOTAL 1066.88 800.16 3,528,706

PRECIPITACION TOTAL

PRECIPITACION AL 75%

CAUDAL PRESAS

VOLUMEN GENERADO

PRECIPITACIONES PROMEDIO MENSUALES (mm) - AREAS DE CULTIVO DEL PROYECTO

ESTACION ALTITUD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC TOTALCHAQUICCOCHA 4114.00 141.10 229.80 199.20 68.90 24.30 10.60 22.40 29.80 60.00 67.60 82.70 161.70 1098.10

CHOCCORO 4025.00 131.40 182.90 181.60 59.90 31.20 16.10 26.60 36.90 42.80 80.20 56.30 109.30 955.20CUCHOQUESERA 3750.00 170.10 187.00 162.30 63.20 17.10 11.20 22.70 33.00 35.30 57.40 62.40 98.60 920.30

PUTACCA 3550.00 162.80 171.70 147.50 49.70 21.70 11.80 16.00 20.90 28.50 58.70 71.10 129.60 890.00CHONTACA 3525.00 162.50 149.90 136.90 62.60 13.50 9.60 13.20 15.80 27.70 52.00 63.10 97.80 804.60

PAMPA CANGALLO 3350.00 144.60 132.00 140.00 40.00 9.00 4.50 7.50 15.90 32.90 38.10 60.10 99.00 723.60TAMBILLO 3250.00 129.53 144.52 130.01 46.18 11.57 7.26 16.17 14.84 27.32 49.09 70.72 109.57 756.79

CHURCAMPA 3200.00 116.40 103.70 93.90 40.00 19.60 10.90 8.90 11.70 31.50 48.50 61.00 79.10 625.20HUANCAPI 3061.00 113.50 123.90 129.50 30.70 10.60 2.80 6.40 8.70 21.70 35.00 37.90 63.00 583.70AYACUCHO 2761.00 107.00 104.70 97.50 31.70 9.80 6.40 5.70 11.80 25.00 39.60 48.60 72.50 560.30

ESTACION INFERIDAAREAS DE CULTIVO 3000.00 123.82 113.04 108.57 35.78 10.60 6.09 7.26 10.43 23.39 39.33 53.18 77.80 609.29

AREAS DE CULTIVO 3000.00 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24 293.60

PRECIPITACION EFECTIVA

PRECIPITACION EFECTIVA = 0,6*R-10

(R<70 mm/mes)

PRECIPITACION EFECTIVA = 0,8*R-24

(R>70 mm/mes)

La precipitacion efectiva ha sido

estimada como la inferida por el factor

de 0,70

FACTOR 75.06 66.43 62.86 11.47 -3.64 -6.35 -5.64 -3.74 4.03 13.60 21.91 38.2475.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.2475.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24

1.00 4114.00 141.10 229.80 199.20 68.90 24.30 10.60 22.40 29.80 60.00 67.60 82.70 161.701.25 4406.25 203.13 187.38 171.13 78.25 16.88 12.00 16.50 19.75 34.63 65.00 78.88 122.251.00 2761.00 107.00 104.70 97.50 31.70 9.80 6.40 5.70 11.80 25.00 39.60 48.60 72.50

0.58 0.92 0.93 0.91 0.79 0.71 0.90 0.89 0.82 0.88 0.61 0.780.03 0.09 0.07 0.03 0.01 0.01 0.02 0.02 0.02 0.03 0.02 0.05

31.79 -148.41 -109.09 -52.56 -30.17 -13.68 -40.46 -51.74 -41.28 -47.64 -0.58 -80.60

3000.00 123.82 113.04 108.57 35.78 10.60 6.09 7.26 10.43 23.39 39.33 53.18 77.80

123.82 113.04 108.57 35.78 10.60 6.09 7.26 10.43 23.39 39.33 53.18 77.80

TEMPERATURAS PROMEDIO MENSUALES (ºC) - AREAS DE CULTIVO DEL PROYECTO

ESTACION ALTITUD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICCHOCCORO 4025.00 7.79 7.57 7.49 6.86 6.52 6.09 5.41 5.76 7.03 7.90 8.21 8.39

CUCHOQUESERA 3750.00 10.16 9.86 9.84 9.19 8.22 7.54 7.05 8.42 9.27 10.22 10.26 10.78PUTACCA 3550.00 11.38 11.66 11.24 11.00 9.48 8.02 7.42 8.20 9.56 10.70 11.04 11.30

ANDAMARCA 3490.00 11.70 11.58 12.45 11.54 10.83 9.99 9.37 10.31 11.31 13.43 12.64 12.36CCECHCCAPATA 3250.00 13.73 13.55 13.38 13.88 13.78 12.53 12.35 12.78 13.63 14.48 14.68 14.63

TAMBILLO 3250.00 13.69 13.26 13.15 13.65 13.43 12.73 12.43 12.88 13.76 14.57 14.80 14.22ALLCCOCHUILLCA 2925.00 16.09 16.09 15.80 16.30 16.10 15.35 15.25 16.40 16.50 17.80 17.40 16.65

UNSCH 2772.00 17.05 16.70 16.70 16.10 15.30 14.60 14.75 16.10 16.70 18.50 18.35 17.95HUANTA 2625.00 18.19 18.06 17.53 17.59 17.03 16.85 16.79 17.26 17.98 19.18 19.31 18.53

ESTACION INFERIDAAREAS DE CULTIVO 3000.00 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17

I= 66.58 5.57 5.47 5.48 5.80 5.59 4.91 4.81 5.12 5.55 6.20 6.18 5.91a= 1.54N= 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11

1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11

-1.00 -0.99 -0.99 -1.00 -0.98 -0.95 -0.95 -0.96 -0.97 -0.97 -0.98 -0.99-0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.01 -0.0138.04 37.66 37.76 42.81 43.81 40.48 41.84 41.70 41.32 42.75 42.21 39.10

3000.00 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17

10.00 12.60 12.40 12.10 11.80 11.60 11.50 11.60 11.80 12.00 12.30 12.60 12.7015.00 12.90 12.60 12.20 11.80 11.40 11.20 11.30 11.60 12.00 12.50 12.80 13.00

13.20 12.79 12.53 12.16 11.80 11.47 11.31 11.41 11.67 12.00 12.43 12.73 12.89

5.003.20

dias 31.00 28.00 31.00 30.00 31.00 30.00 30.00 31.00 30.00 31.00 30.00 31.00

CALCULO DE LA DEMADA DE AGUA POR EL METODO DE THORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE MAIZ

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

AREA CULTIVADA HASNUMERO DE DIAS DIAS 31.00 28.00 31.00 30.00 31.00 30.00 31.00 31.00 30.00 31.00 30.00TEMPERATURA MEDIA °C 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78

CALCULO DE LA DEMADA DE AGUA POR EL METODO DE THORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE MAIZ

DIC

31.0016.171.11

69.83

CEDULA DE CULTIVO - SITUACION SIN PROYECTORESUMEN DE CULTIVOS

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

MAIZ AMILACEO 8.33 20 20 20 20 20 0 0 0 0 0 0 20 20

MAIZ CHOCLO 2.08 5 5 5 5 0 0 0 0 0 0 0 5 5

PAPA 41.67 100 60 60 60 60 60 0 0 40 40 40 40 40

0.83 2 2 2 2 0 0 0 0 0 0 0 2 2

3.33 8 8 8 8 8 0 0 0 0 0 0 8 8

CEBADA 8.33 20 20 20 20 0 0 0 0 0 0 0 20 20

TRIGO 18.75 45 45 45 45 0 0 0 0 0 0 0 45 45

TUNA 15.83 38 38 38 38 38 38 38 38 38 38 38 38 38

ALFALFA 0.83 2 2 2 2 2 2 2 2 2 2 2 2 2

TOTAL 99.98 240 200 200 200 128 100 40 40 80 80 80 180 180

ARVEJA GRANO VERDE

ARVEJA GRANO SECO

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CEDULA DE CULTIVO - SITUACION CON PROYECTORESUMEN DE CULTIVOS

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

MAIZ AMILACEO 9.78 200 200 200 200 200 0 0 0 0 0 0 200 200

MAIZ CHOCLO 17.11 350 350 350 350 0 0 0 0 0 0 0 350 350

PAPA 46.45 950 475 475 475 475 475 335 335 335 335 335

CEBOLLA 3.67 75 75 75 75 75 0 0 0 0 0 0 75 75

5.87 120 120 120 120 0 0 0 0 0 0 0 120 120

ZANAHORIA 3.42 70 70 70 70 0 0 0 0 0 0 0 70 70

TUNA 9.78 200 100 100 100 100 100 100 100 100 100 100 100 100

ALFALFA 3.91 80 80 80 80 80 80 80 80 80 80 80 80 80

TOTAL 99.99 2045 1470 1470 1470 930 655 180 180 515 515 515 1330 1330

PRIMERA CAMPAÑA SEGUNDA CAMPAÑA PRIMERA CAMPAÑA

ARVEJA GRANO VERDE

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE MAIZ AMILACEO

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 20 20 20 20 0 0 0 0 0 0 20 20NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA °C 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.15 1.15 1.00 0.60 0.40 0.90 1.15 1.15 1.00 0.60 0.40 0.90Uc MM 75.03 65.09 60.99 36.39 23.46 44.15 55.74 62.75 59.01 42.39 27.91 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 24.92 23.46 44.15 55.74 62.75 54.98 28.79 6.00 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 249.17 234.62 441.53 557.41 627.55 549.75 287.93 60.03 246.10EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 0.58 0.53 1.02 1.29 1.41 1.27 0.65 0.14 0.55CAUDAL REQUERIDO LPS 0.0 0.0 0.0 11.5 0.0 0.0 0.0 0.0 0.0 0.0 2.8 11.0

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTOCULTIVO DE MAIZ CHOCLO

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

AREA CULTIVADA HAS 5 5 5 0 0 0 0 0 0 0 5 5NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.15 1.15 1.00 0.00 0.40 0.90 1.15 1.15 1.00 0.00 0.40 0.90Uc MM 75.03 65.09 60.99 0.00 23.46 44.15 55.74 62.75 59.01 0.00 27.91 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 0.00 23.46 44.15 55.74 62.75 54.98 0.00 6.00 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 0.00 234.62 441.53 557.41 627.55 549.75 0.00 60.03 246.10EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 0.00 0.53 1.02 1.29 1.41 1.27 0.00 0.14 0.55CAUDAL REQUERIDO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 2.8

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE PAPA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 60 60 60 60 60 0 0 40 40 40 40 40NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 0.50 0.90 1.15 1.15 0.90 0.00 0.00 0.50 0.90 1.15 1.15 0.90Uc MM 32.62 50.94 70.14 69.74 52.79 0.00 0.00 27.28 53.10 81.25 80.25 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 7.28 58.27 52.79 0.00 0.00 27.28 49.07 67.65 58.34 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 72.82 582.72 527.90 0.00 0.00 272.85 490.75 676.53 583.39 246.10EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.16 1.35 1.18 0.00 0.00 0.61 1.14 1.52 1.35 0.55CAUDAL REQUERIDO LPS 0.0 0.0 9.8 80.9 71.0 0.0 0.0 24.4 45.4 60.6 54.0 22.1

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE ARVEJA GRANO VERDE

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 2 2 2 0 0 0 0 0 0 0 2 2NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.10 1.10 0.90 0.00 0.40 0.90 1.10 1.10 0.90 0.00 0.40 0.90Uc MM 71.76 62.26 54.89 0.00 23.46 44.15 53.32 60.03 53.10 0.00 27.91 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 0.00 23.46 44.15 53.32 60.03 49.07 0.00 6.00 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 0.00 234.62 441.53 533.18 600.26 490.75 0.00 60.03 246.10EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 0.00 0.53 1.02 1.23 1.34 1.14 0.00 0.14 0.55CAUDAL REQUERIDO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.1

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE ARVEJA GRANO SECO

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 8 8 8 8 0 0 0 0 0 0 8 8NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.00 1.00 0.90 0.60 0.60 0.90 1.00 1.00 0.90 0.60 0.60 0.90Uc MM 65.24 56.60 54.89 36.39 35.19 44.15 48.47 54.57 53.10 42.39 41.87 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 24.92 35.19 44.15 48.47 54.57 49.07 28.79 19.96 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 249.17 351.93 441.53 484.71 545.69 490.75 287.93 199.59 246.10EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 0.58 0.79 1.02 1.12 1.22 1.14 0.65 0.46 0.55CAUDAL REQUERIDO LPS 0.0 0.0 0.0 4.6 0.0 0.0 0.0 0.0 0.0 0.0 3.7 4.4

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE CEBADA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 20 20 20 0 0 0 0 0 0 0 20 20NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.00 1.00 0.25 0.00 0.40 0.80 1.00 1.00 0.25 0.00 0.40 0.80Uc MM 65.24 56.60 15.25 0.00 23.46 39.25 48.47 54.57 14.75 0.00 27.91 55.87PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 0.00 23.46 39.25 48.47 54.57 10.72 0.00 6.00 17.63REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 0.00 234.62 392.47 484.71 545.69 107.21 0.00 60.03 176.26EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 0.00 0.53 0.91 1.12 1.22 0.25 0.00 0.14 0.39CAUDAL REQUERIDO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.8 7.9

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE TRIGO

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 45 45 45 0 0 0 0 0 0 0 45 45NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.00 1.00 0.25 0.00 0.40 0.80 1.00 1.00 0.25 0.00 0.40 0.80Uc MM 65.24 56.60 15.25 0.00 23.46 39.25 48.47 54.57 14.75 0.00 27.91 55.87PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 0.00 23.46 39.25 48.47 54.57 10.72 0.00 6.00 17.63REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 0.00 234.62 392.47 484.71 545.69 107.21 0.00 60.03 176.26EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 0.00 0.53 0.91 1.12 1.22 0.25 0.00 0.14 0.39CAUDAL REQUERIDO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.3 17.8

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE TUNA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 38 38 38 38 38 38 38 38 38 38 38 38NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40 0.40Uc MM 26.10 22.64 24.40 24.26 23.46 19.62 19.39 21.83 23.60 28.26 27.91 27.93PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 12.79 23.46 19.62 19.39 21.83 19.57 14.66 6.00 0.00REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 127.88 234.62 196.23 193.88 218.28 195.72 146.62 60.03 0.00EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 0.30 0.53 0.45 0.45 0.49 0.45 0.33 0.14 0.00CAUDAL REQUERIDO LPS 0.0 0.0 0.0 11.2 20.0 17.3 17.1 18.6 17.2 12.5 5.3 0.0

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION SIN PROYECTO

CULTIVO DE ALFALFA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 2 2 2 2 2 2 2 2 2 2 2 2NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uc MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 49.18 58.66 49.06 48.47 54.57 54.98 57.05 47.87 31.59REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 491.75 586.56 490.59 484.71 545.69 549.75 570.55 478.72 315.93EFICIENCIA DE RIEGO 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25NUMERO DE HORAS DE RIEGO HORA 16 16 16 16 16 16 16 16 16 16 16 16MODULO DE RIEGO LPS 0.00 0.00 0.00 1.14 1.31 1.14 1.12 1.22 1.27 1.28 1.11 0.71CAUDAL REQUERIDO LPS 0.0 0.0 0.0 2.3 2.6 2.3 2.2 2.4 2.5 2.6 2.2 1.4

REQUERIMIENTO DE AGUA SEGÚN CEDULA DE CULTIVOSITUACION SIN PROYECTO

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICMAIZ AMILACEO LPS 0.0 0.0 0.0 11.5 0.0 0.0 0.0 0.0 0.0 0.0 2.8 11.0MAIZ CHOCLO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 2.8PAPA LPS 0.0 0.0 9.8 80.9 71.0 0.0 0.0 24.4 45.4 60.6 54.0 22.1ARVEJA GRANO VERDE LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 1.1AREVEJA GRANO SECO LPS 0.0 0.0 0.0 4.6 0.0 0.0 0.0 0.0 0.0 0.0 3.7 4.4CEBADA LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2.8 7.9TRIGO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 6.3 17.8TUNA LPS 0.0 0.0 0.0 11.2 20.0 17.3 17.1 18.6 17.2 12.5 5.3 0.0ALFALFA LPS 0.0 0.0 0.0 2.3 2.6 2.3 2.2 2.4 2.5 2.6 2.2 1.4TOTAL LPS 0.0 0.0 9.8 110.6 93.6 19.5 19.3 45.5 65.2 75.7 78.0 68.4

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CON PROYECTO

CULTIVO DE MAIZ AMILACEO

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 200 200 200 200 0 0 0 0 0 0 200 200NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.15 1.15 1.00 0.60 0.40 0.90 1.15 1.15 1.00 0.60 0.50 1.00Uc MM 75.03 65.09 60.99 36.39 23.46 44.15 55.74 62.75 59.01 42.39 34.89 69.83PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 24.92 23.46 44.15 55.74 62.75 54.98 28.79 12.98 31.59REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 249.17 234.62 441.53 557.41 627.55 549.75 287.93 129.81 315.93EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.00 0.14 0.13 0.24 0.31 0.33 0.30 0.15 0.07 0.17CAUDAL REQUERIDO LPS 0.0 0.0 0.0 27.5 0.0 0.0 0.0 0.0 0.0 0.0 14.3 33.7

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CON PROYECTOCULTIVO DE MAIZ CHOCLO

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 350 350 350 0 0 0 0 0 0 0 350 350NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.15 1.15 1.00 0.00 0.40 0.90 1.15 1.15 1.00 0.00 0.50 1.00Uc MM 75.03 65.09 60.99 0.00 23.46 44.15 55.74 62.75 59.01 0.00 34.89 69.83PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 0.00 23.46 44.15 55.74 62.75 54.98 0.00 12.98 31.59REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 0.00 234.62 441.53 557.41 627.55 549.75 0.00 129.81 315.93EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.00 0.00 0.13 0.24 0.31 0.33 0.30 0.00 0.07 0.17CAUDAL REQUERIDO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 59.0

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CON PROYECTO

CULTIVO DE PAPA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 475 475 475 475 475 0 0 335 335 335 335 335NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 0.50 0.90 1.15 1.15 0.90 0.00 0.00 0.50 0.90 1.15 1.15 0.90Uc MM 32.62 50.94 70.14 69.74 52.79 0.00 0.00 27.28 53.10 81.25 80.25 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 7.28 58.27 52.79 0.00 0.00 27.28 49.07 67.65 58.34 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 72.82 582.72 527.90 0.00 0.00 272.85 490.75 676.53 583.39 246.10EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.04 0.32 0.28 0.00 0.00 0.15 0.27 0.36 0.32 0.13CAUDAL REQUERIDO LPS 0.0 0.0 18.4 152.6 133.7 0.0 0.0 48.8 90.6 120.9 107.7 44.0

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CON PROYECTO

CULTIVO DE CEBOLLA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 75 75 75 75 0 0 0 0 0 0 75 75NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.05 1.05 1.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 0.40 0.90Uc MM 68.50 59.43 60.99 45.48 0.00 0.00 0.00 0.00 0.00 0.00 27.91 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 34.01 0.00 0.00 0.00 0.00 0.00 0.00 6.00 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 340.14 0.00 0.00 0.00 0.00 0.00 0.00 60.03 246.10EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.00 0.19 0.00 0.00 0.00 0.00 0.00 0.00 0.03 0.13CAUDAL REQUERIDO LPS 0.0 0.0 0.0 14.1 0.0 0.0 0.0 0.0 0.0 0.0 2.5 9.8

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CALCULO DE LA DEMANDA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CONN PROYECTO

CULTIVO DE ARVEJA GRANO VERDE

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 120 120 120 0 0 0 0 0 0 0 120 120NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.10 1.10 0.90 0.00 0.40 0.90 1.10 1.10 0.90 0.00 0.40 0.90Uc MM 71.76 62.26 54.89 0.00 23.46 44.15 53.32 60.03 53.10 0.00 27.91 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 0.00 23.46 44.15 53.32 60.03 49.07 0.00 6.00 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 0.00 234.62 441.53 533.18 600.26 490.75 0.00 60.03 246.10EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.00 0.00 0.13 0.24 0.29 0.32 0.27 0.00 0.03 0.13CAUDAL REQUERIDO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 15.8

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CON PROYECTO

CULTIVO DE ZANAHORIA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 70 70 70 0 0 0 0 0 0 0 70 70NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.00 1.00 0.90 0.60 0.60 0.90 1.00 1.00 0.90 0.60 0.60 0.90Uc MM 65.24 56.60 54.89 36.39 35.19 44.15 48.47 54.57 53.10 42.39 41.87 62.85PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 24.92 35.19 44.15 48.47 54.57 49.07 28.79 19.96 24.61REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 249.17 351.93 441.53 484.71 545.69 490.75 287.93 199.59 246.10EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.00 0.14 0.19 0.24 0.27 0.29 0.27 0.15 0.11 0.13CAUDAL REQUERIDO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.7 9.2

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CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CON PROYECTO

CULTIVO DE TUNA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 100 100 100 100 100 100 100 100 100 100 100 100NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75Uc MM 48.93 42.45 45.74 45.48 43.99 36.79 36.35 40.93 44.25 52.99 52.34 52.37PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 34.01 43.99 36.79 36.35 40.93 40.22 39.39 30.43 14.13REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 340.14 439.92 367.94 363.53 409.27 402.24 393.91 304.27 141.35EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.00 0.19 0.23 0.20 0.20 0.22 0.22 0.21 0.17 0.08CAUDAL REQUERIDO LPS 0.0 0.0 0.0 18.7 23.5 20.3 20.0 21.8 22.2 21.0 16.8 7.5

CALCULO DE LA DEMADA DE AGUA POR EL METODO DETHORNTHWAITESITUACION CON PROYECTO

CULTIVO DE ALFALFA

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICAREA CULTIVADA HAS 80 80 80 80 80 80 80 80 80 80 80 80NUMERO DE DIAS DIAS 31 28 31 30 31 30 30 31 30 31 30 31TEMPERATURA MEDIA CELCIUS 15.55 15.36 15.38 15.96 15.58 14.30 14.11 14.70 15.51 16.68 16.65 16.17FACTOR DE AJUSTE 1.10 0.97 1.05 0.98 0.99 0.94 0.95 1.01 1.00 1.07 1.06 1.11Eto MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83Kc 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00Uc MM 65.24 56.60 60.99 60.65 58.66 49.06 48.47 54.57 59.01 70.65 69.78 69.83PRECIPITACION EFECTIVA MM 75.06 66.43 62.86 11.47 0.00 0.00 0.00 0.00 4.03 13.60 21.91 38.24REQUERIMIENTO DE AGUA MM 0.00 0.00 0.00 49.18 58.66 49.06 48.47 54.57 54.98 57.05 47.87 31.59REQUERIMIENTO VOLUMEN DE AGUA M3/HA 0.00 0.00 0.00 491.75 586.56 490.59 484.71 545.69 549.75 570.55 478.72 315.93EFICIENCIA DE RIEGO 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7 0.7NUMERO DE HORAS DE RIEGO HORA 24 24 24 24 24 24 24 24 24 24 24 24MODULO DE RIEGO LPS 0.00 0.00 0.00 0.27 0.31 0.27 0.27 0.29 0.30 0.30 0.26 0.17CAUDAL REQUERIDO LPS 0.0 0.0 0.0 21.7 25.0 21.6 21.4 23.3 24.2 24.3 21.1 13.5

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REQUERIMIENTO DE AGUA SEGÚN CEDULA DE CULTIVOSITUACION CON PROYECTO

DESCRIPCION UNIDAD ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICMAIZ AMILACEO LPS 0.0 0.0 0.0 27.5 0.0 0.0 0.0 0.0 0.0 0.0 14.3 33.7MAIZ CHOCLO LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 25.0 59.0PAPA LPS 0.0 0.0 18.4 152.6 133.7 0.0 0.0 48.8 90.6 120.9 107.7 44.0CEBOLLA LPS 0.0 0.0 0.0 14.1 0.0 0.0 0.0 0.0 0.0 0.0 2.5 9.8ARVEJA GRANO VERDE LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4.0 15.8ZANAHORIA LPS 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 7.7 9.2TUNA LPS 0.0 0.0 0.0 18.7 23.5 20.3 20.0 21.8 22.2 21.0 16.8 7.5ALFALFA LPS 0.0 0.0 0.0 21.7 25.0 21.6 21.4 23.3 24.2 24.3 21.1 13.5

TOTAL LPS 0.0 0.0 18.4 234.5 182.2 41.9 41.4 93.9 137.0 166.2 199.1 192.5

ÁREA CULTIVADA HAS 1470.0 1470.0 1470.0 930.0 655.0 180.0 180.0 515.0 515.0 515.0 1330.0 1330.0MODULO DE RIEGO LPS/HA 0.00 0.00 0.01 0.25 0.28 0.23 0.23 0.18 0.27 0.32 0.15 0.14

31 28 31 30 31 30 30 31 30 31 30 31

VOLUMEN 3,444,633 - - 49,413 607,844 488,100 108,630 107,328 251,408 355,148 445,247 516,049 515,466

DESCRIPCION UND ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICOFERTA DE AGUA EN BOCATOMA LPS 393.8 584.5 475.3 178.2 64.9 35.0 65.4 84.8 123.2 179.9 188.7 342.9DEMANDA DE AGUA LPS 0.0 0.0 18.4 234.5 182.2 41.9 41.4 93.9 137.0 166.2 199.1 192.5SUPERAVIT LPS 393.8 584.5 456.8 24.0 13.6 150.4 DEFICIT LPS 56.4 117.3 6.9 9.1 13.8 10.4

CAUDAL DE DISEÑODESCRIPCION UND ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICDEMANDA EN TOMA LPS 0.0 0.0 0.0 56.4 117.3 6.9 0.0 9.1 13.8 0.0 10.4 0.0VOLUMEN DE AGUA M3 0.0 0.0 0.0 146064.4 314194.9 17997.6 0.0 24264.6 35714.2 0.0 26887.6 0.0VOLUMEN DE AGUA ANUAL M3 565,123

INFORMACION DEL VASO PARA LA PRESA PALLCCA

ALTURA ELEVACION ÁREA (M2)

0 4024 0 01 4025 83 42 41.52 4026 477 322 2803 4027 1,378 1,249 927.54 4028 3,026 3,451 22025 4029 5,442 7,685 42346 4030 8,745 14,779 7093.57 4031 12,846 25,574 10795.58 4032 17,895 40,945 15370.59 4033 23,672 61,728 20783.5

10 4034 29,171 88,150 26421.511 4035 34,884 120,177 32027.512 4036 41,978 158,608 3843113 4037 49,424 204,309 4570114 4038 56,321 257,182 52872.515 4039 64,038 317,361 60179.516 4040 72,987 385,874 68512.517 4041 81,051 462,893 7701918 4042 89,790 548,313 85420.519 4043 98,431 642,424 94110.520 4044 107,456 745,367 102943.521 4045 116,162 857,176 11180922 4046 124,453 977,484 120307.523 4047 132,971 1,106,196 12871224 4048 142,903 1,244,133 137937

VOLUMEN ACUMULADO

(M3)

0 20,000 40,000 60,000 80,000 100,000 120,000 140,000 160,0000

5

10

15

20

25

30

0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,0000

5

10

15

20

25

30

0 200,000 400,000 600,000 800,000 1,000,000 1,200,000 1,400,0000

5

10

15

20

25

30

SIMULACION DE OPERACIÓN DE SISTEMA DE RIEGO

MES DIAS

DEMANDA DE AGUA CUENCA INTERMEDIA CUENCA DE PALLCCA BALANCE BALANCE

INGRESA (M3)

ENERO 31 394 ### 0 - 197 NO - 196 ### 196 ### ###FEBRERO 28 584 ### 0 - 293 NO - 292 ### 292 ### ###MARZO 31 475 ### 18 49,413 238 NO - 237 ### 237 ### ###ABRIL 30 178 461,780 235 ### 89 NO 145 89 ### -56 ### ###MAYO 31 65 173,905 182 ### 33 SI 150 32 86,756 -117 ### ###JUNIO 30 35 90,632 42 ### 18 SI 24 17 45,214 -7 - 17,998 17,998 JULIO 30 65 169,463 41 ### 33 SI 9 33 84,540 24 62,135 62,135 AGOSTO 31 85 227,144 94 ### 42 SI 51 42 ### -9 - 24,265 24,265 SETIEMBRE 30 123 319,433 137 ### 62 NO 75 61 ### -14 - 35,714 35,714 OCTUBRE 31 180 481,736 166 ### 90 NO 76 90 ### 14 36,489 36,489 NOVIEMBRE 30 189 489,161 199 ### 95 SI 105 94 ### -10 - 26,888 26,888 DICIEMBRE 31 343 918,388 192 ### 172 NO 21 171 ### 150 ### 402,921

TOTAL 7,073,414 3,444,633 ### ###

INFORMACION DE CUENCA (TOTAL)

CAUDAL (LPS)

VOLUMEN (M3)

CAUDAL (LPS)

VOLUMEN (M3)

CAUDAL (LPS)

REQUIERE DE EMBALSE

DEFICIT (LPS)

CAUDAL (LPS)

VOLUMEN (M3)

CAUDAL (LPS)

VOLUMEN (M3)

EGRESA (M3)

ARBOL DE CAUSAS Y EFECTOS

EFECTO FINAL

RETRASO DEL DESARROLLO

SOCIO ECONOMICO DE LAS COMUNIDADES

EFECTO INDIRECTO EFECTO INDIRECTO

MIGRACION ABANDONO DE LA

ACTIVIDAD AGRICOLA

EFECTO DIRECTO

BAJO NIVEL DE ACTIVIDADES

ECONOMICAS

PROBLEMA CENTRAL

BAJA PRODUCCION AGRICOLA EN EL DISTRITO DE QUINUA

CAUSA DIRECTA CAUSADIRECTA CAUSADIRECTA

DEFICIT DE AGUA BAJO NIVEL BAJA FERTILIDAD

CON FINES AGRICOLAS TECNOLOGICO DEL SUELO

CAUSA INDIRECTA CAUSA INDIRECTA CAUSA INDIRECTA CAUSA INDIRECTA

CARENCIA DE INFRAES- DEFICIENTE GESTION DEFICIENTES INTENSIFICACION EN EL

DEL AGUA PRACTICAS CULTURALES USO DE LA TIERRATRUCTURA DE RIEGO ADECUADA

ARBOL DE MEDIOS Y FINES

FIN ULTIMO

MAYOR DESARROLLO

SOCIO ECONOMICO DE LA COMUNIDADES

FIN INDIRECTO FIN INDIRECTO

PERMANENCIA EN AMPLIACION DE LA

LA COMUNIDAD FRONTERA AGRICOLA

EFECTO DIRECTO

MAYOR NIVEL DE ACTIVIDADES

ECONOMICAS

OBJETIVO CENTRAL

MAYOR PRODUCCION AGRICOLA EN EL DISTRITO DE QUINUA

MEDIO DE PRIMER NIVEL MEDIO DE PRIMER NIVEL MEDIO DE PRIMER NIVEL

ADECUADA CANTIDAD DE MEJORAMIENTO DEL INCREMENTO DE LA

AGUA CON FINES AGRICOLAS NIVEL TECNOLOGICO FERTILIDAD DEL SUELO

MEDIO FUNDAMENTAL MEDIO FUNDAMENTAL MEDIO FUNDAMENTAL MEDIO FUNDAMENTAL

EXISTENCIA DE INFRAES- EFICIENTE GESTION TRANSFERENCIA MANEJO ADECUADO

DEL AGUA DE TECNOLOGIA DEL USO DE LA TIERRA

ACCION 1 ACCION 3 ACCION 4

CONSTRUCCION DE ORGANIZACIÓN DEL ASISTENCIA TECNICA Y

CANAL DE CONDUCCION COMITÉ DE REGANTES CAPACITACION AGRICOLA

TRUCTURA DE RIEGO ADECUADA

MEDIO FUNDAMENTAL MEDIO FUNDAMENTAL MEDIO FUNDAMENTAL MEDIO FUNDAMENTAL

EXISTENCIA DE INFRAES- EFICIENTE GESTION TRANSFERENCIA MANEJO ADECUADO

TRUCTURA DE RIEGO DEL AGUA DE TECNOLOGIA DEL USO DE LA TIERRA

ACCION 1 ACCION 2 ACCION 3 ACCION 4

CONSTRUCCION DE CONSTRUCCION DE ORGANIZACIÓN DEL ASISTENCIA TECNICA Y

COMITÉ DE REGANTES CAPACITACION AGRICOLA

VOLUMEN 0.55 MMC VOLUMEN 1.30 MMC

CANAL DE CONDUCCION CANAL DE CONDUCCION

OBRAS DE ARTE OBRAS DE ARTE

PRESA DE ALMACENAMIENTO

PRESA DE ALMACENAMIENTO