OMATE COALAQUE

ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO (Con Cedula de Cultivo optimizada y sin mejoramiento de infraestructura)

CON PROYECTO - OMATE COALAQUE

VARIABLE UNIDAD ENERO FEBRERO MARZO ABRIL MAYO JUNIO JULIO AGOSTO SETIEMBRE OCTUBRE NOVIEMBRE DICIEMBRE

Dias Dia 31 29 31 30 31 30 31 31 30 31 30 31

Eto_dia mm/dia 7.02 6.02 5.74 5.04 4.23 3.77 3.93 4.68 5.69 6.61 7.14 7.31

Eto_mes mm/mes 217.62 174.61 177.98 151.07 131.14 113.19 121.74 145.11 170.68 204.76 214.21 226.75

Ef Riego SP % 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07

ALFALFA

Kc -- 0.95 0.90 0.70 0.45 0.45 0.30 0.30 0.30 0.50 0.60 0.85 0.95

Area Ha 605.00 605.00 605.00 605.00 605.00 605.00 605.00 605.00 605.00 605.00 605.00 605.00

Kc_Pond -- 0.95 0.90 0.70 0.45 0.45 0.30 0.30 0.30 0.50 0.60 0.85 0.95

UC mm/mes/Ha 206.74 157.15 124.59 67.98 59.01 33.96 36.52 43.53 85.34 122.85 182.08 215.41

Req_Vol_Nt m3/mes/Ha 2,067.39 1,571.48 1,245.87 679.83 590.13 339.56 365.21 435.33 853.41 1,228.54 1,820.76 2,154.12

Req_Vol_Br m3/mes/Ha 30,628.01 23,281.15 18,457.34 10,071.53 8,742.71 5,030.53 5,410.45 6,449.26 12,643.16 18,200.56 26,974.23 31,912.96

Horas de Riego Hr/Dia 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00

Mod_Riego lt/s/Ha 11.44 9.29 6.89 3.89 3.26 1.94 2.02 2.41 4.88 6.80 10.41 11.91

Caudal Disp. Dda lt/s 6,918.29 5,621.45 4,169.16 2,350.80 1,974.81 1,174.18 1,222.12 1,456.77 2,951.05 4,111.16 6,296.07 7,208.54

LIMA

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15

Caudal Disp. Dda lt/s 477.27 409.35 390.34 368.70 309.73 276.24 287.52 342.72 416.56 483.60 522.78 497.29

LIMONERO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00 14.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO

MANDARINO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


NARANJO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00 8.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


PALTO

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 179.00 179.00 179.00 179.00 179.00 179.00 179.00 179.00 179.00 179.00 179.00 179.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41

Caudal Disp. Dda lt/s 1,615.97 1,386.00 1,321.63 1,159.21 973.81 868.50 903.96 1,077.53 1,309.68 1,520.45 1,643.65 1,683.77

CIROLERO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15



CHIRIMOYO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00 55.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


GUAYABO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


HIGUERA

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


LUCUMO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15



MANGO

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


PACAE

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.53 1,134.96 1,156.88 1,057.51 917.98 792.31 852.15 1,015.76 1,194.78 1,433.29 1,499.45 1,473.87

Req_Vol_Br m3/mes/Ha 20,956.01 16,814.16 17,138.96 15,666.82 13,599.77 11,737.90 12,624.38 15,048.28 17,700.43 21,233.99 22,214.07 21,835.18


Mod_Riego lt/s/Ha 7.82 6.71 6.40 6.04 5.08 4.53 4.71 5.62 6.83 7.93 8.57 8.15


DAMASCO

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00 12.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41


MANZANO

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41



MELOCOTONERO

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41


MEMBRILLERO

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00 18.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41


GRANADILLA

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41


GRANADO

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41



PERAL

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00 16.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41


VID

Kc -- 0.75 1.10 1.10 0.00 0.00 0.00 0.75 0.75 0.75 0.75

Area Ha 83.00 83.00 83.00 83.00 83.00 83.00 83.00 83.00 83.00 83.00 83.00 83.00

Kc_Pond -- 0.75 1.10 1.10 0.00 0.00 0.00 0.00 0.00 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 192.07 195.78 0.00 0.00 0.00 0.00 0.00 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,920.69 1,957.80 0.00 0.00 0.00 0.00 0.00 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 28,454.74 29,004.39 0.00 0.00 0.00 0.00 0.00 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 11.36 10.83 0.00 0.00 0.00 0.00 0.00 7.32 8.49 9.18 9.41


CEBADA GRANO

Kc -- 0.30 0.60 0.90 1.15 1.15 1.15 0.40 0.40 0.30 0.20 0.00 0.00

Area Ha 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00 26.00

Kc_Pond -- 0.30 0.60 0.90 1.15 1.15 1.15 0.40 0.40 0.30 0.20 0.00 0.00

UC mm/mes/Ha 65.29 130.57 195.86 250.26 250.26 250.26 87.05 87.05 65.29 43.52 0.00 0.00

Req_Vol_Nt m3/mes/Ha 652.86 1,305.72 1,958.58 2,502.63 2,502.63 2,502.63 870.48 870.48 652.86 435.24 0.00 0.00

Req_Vol_Br m3/mes/Ha 9,672.00 19,344.01 29,016.01 37,076.01 37,076.01 37,076.01 12,896.00 12,896.00 9,672.00 6,448.00 0.00 0.00


Mod_Riego lt/s/Ha 3.61 7.22 10.83 13.84 13.84 13.84 4.81 4.81 3.61 2.41 0.00 0.00


TRIGO

Kc -- 0.30 0.60 0.90 1.15 1.15 1.15 0.40 0.40 0.30 0.20 0.00 0.00

Area Ha 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00 30.00

Kc_Pond -- 0.30 0.60 0.90 1.15 1.15 1.15 0.40 0.40 0.30 0.20 0.00 0.00

UC mm/mes/Ha 65.29 130.57 195.86 250.26 250.26 250.26 87.05 87.05 65.29 43.52 0.00 0.00

Req_Vol_Nt m3/mes/Ha 652.86 1,305.72 1,958.58 2,502.63 2,502.63 2,502.63 870.48 870.48 652.86 435.24 0.00 0.00

Req_Vol_Br m3/mes/Ha 9,672.00 19,344.01 29,016.01 37,076.01 37,076.01 37,076.01 12,896.00 12,896.00 9,672.00 6,448.00 0.00 0.00


Mod_Riego lt/s/Ha 3.61 7.22 10.83 13.84 13.84 13.84 4.81 4.81 3.61 2.41 0.00 0.00



MAIZ AMILACEO

Kc -- 0.45 0.45 0.55 1.10 1.10 1.10 0.45 0.45 0.45 1.10 1.10 0.55

Area Ha 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00 75.00

Kc_Pond -- 0.45 0.45 0.55 1.10 1.10 1.10 0.45 0.45 0.45 1.10 1.10 0.55

UC mm/mes/Ha 97.93 97.93 119.69 239.38 239.38 239.38 97.93 97.93 97.93 239.38 239.38 119.69

Req_Vol_Nt m3/mes/Ha 979.29 979.29 1,196.91 2,393.82 2,393.82 2,393.82 979.29 979.29 979.29 2,393.82 2,393.82 1,196.91

Req_Vol_Br m3/mes/Ha 14,508.01 14,508.01 17,732.01 35,464.01 35,464.01 35,464.01 14,508.01 14,508.01 14,508.01 35,464.01 35,464.01 17,732.01


Mod_Riego lt/s/Ha 5.42 5.42 6.62 13.24 13.24 13.24 5.42 5.42 5.42 13.24 13.24 6.62


ZAPALLO

Kc -- 0.45 0.45 0.55 1.10 1.10 1.10 0.45 0.45 0.45 1.10 1.10 0.55

Area Ha 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

Kc_Pond -- 0.45 0.45 0.55 1.10 1.10 1.10 0.45 0.45 0.45 1.10 1.10 0.55

UC mm/mes/Ha 97.93 97.93 119.69 239.38 239.38 239.38 97.93 97.93 97.93 239.38 239.38 119.69

Req_Vol_Nt m3/mes/Ha 979.29 979.29 1,196.91 2,393.82 2,393.82 2,393.82 979.29 979.29 979.29 2,393.82 2,393.82 1,196.91

Req_Vol_Br m3/mes/Ha 14,508.01 14,508.01 17,732.01 35,464.01 35,464.01 35,464.01 14,508.01 14,508.01 14,508.01 35,464.01 35,464.01 17,732.01


Mod_Riego lt/s/Ha 5.42 5.42 6.62 13.24 13.24 13.24 5.42 5.42 5.42 13.24 13.24 6.62


FRIJOL GRANO SECO

Kc -- 0.75 1.10 1.10 0.00 0.00 0.00 0.75 0.75 0.75 0.75

Area Ha 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00 13.00

Kc_Pond -- 0.75 1.10 1.10 0.00 0.00 0.00 0.00 0.00 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 239.38 239.38 0.00 0.00 0.00 0.00 0.00 163.22 163.22 163.22 163.22

Req_Vol_Nt m3/mes/Ha 1,632.15 2,393.82 2,393.82 0.00 0.00 0.00 0.00 0.00 1,632.15 1,632.15 1,632.15 1,632.15

Req_Vol_Br m3/mes/Ha 24,180.01 35,464.01 35,464.01 0.00 0.00 0.00 0.00 0.00 24,180.01 24,180.01 24,180.01 24,180.01


Mod_Riego lt/s/Ha 9.03 13.24 13.24 0.00 0.00 0.00 0.00 0.00 9.03 9.03 9.03 9.03


HABA GRANO SECO

Kc -- 0.75 1.10 1.10 0.00 0.00 0.00 0.75 0.75 0.75 0.75

Area Ha 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00 22.00

Kc_Pond -- 0.75 1.10 1.10 0.00 0.00 0.00 0.00 0.00 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 239.38 239.38 0.00 0.00 0.00 0.00 0.00 163.22 163.22 163.22 163.22

Req_Vol_Nt m3/mes/Ha 1,632.15 2,393.82 2,393.82 0.00 0.00 0.00 0.00 0.00 1,632.15 1,632.15 1,632.15 1,632.15

Req_Vol_Br m3/mes/Ha 24,180.01 35,464.01 35,464.01 0.00 0.00 0.00 0.00 0.00 24,180.01 24,180.01 24,180.01 24,180.01


Mod_Riego lt/s/Ha 9.03 13.24 13.24 0.00 0.00 0.00 0.00 0.00 9.03 9.03 9.03 9.03



OREGANO SECO

Kc -- 0.75 1.10 1.10 0.00 0.00 0.00 0.75 0.75 0.75 0.75

Area Ha 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00 9.00

Kc_Pond -- 0.75 1.10 1.10 0.00 0.00 0.00 0.00 0.00 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 239.38 239.38 0.00 0.00 0.00 0.00 0.00 163.22 163.22 163.22 163.22

Req_Vol_Nt m3/mes/Ha 1,632.15 2,393.82 2,393.82 0.00 0.00 0.00 0.00 0.00 1,632.15 1,632.15 1,632.15 1,632.15

Req_Vol_Br m3/mes/Ha 24,180.01 35,464.01 35,464.01 0.00 0.00 0.00 0.00 0.00 24,180.01 24,180.01 24,180.01 24,180.01


Mod_Riego lt/s/Ha 9.03 13.24 13.24 0.00 0.00 0.00 0.00 0.00 9.03 9.03 9.03 9.03

Caudal Disp. Dda lt/s 81.25 119.17 119.17 0.00 0.00 0.00 0.00 0.00 81.25 81.25 81.25 81.25PAPA

Kc -- 0.50 0.50 1.10 1.10 1.10 0.70 0.70 0.70 0.70 0.60 0.50 0.50

Area Ha 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00

Kc_Pond -- 0.50 0.50 1.10 1.10 1.10 0.70 0.70 0.70 0.70 0.60 0.50 0.50

UC mm/mes/Ha 108.81 87.30 195.78 166.18 144.25 79.23 85.21 101.58 119.48 122.85 107.10 113.37

Req_Vol_Nt m3/mes/Ha 1,088.10 873.04 1,957.80 1,661.80 1,442.55 792.31 852.15 1,015.76 1,194.78 1,228.54 1,071.04 1,133.75

Req_Vol_Br m3/mes/Ha 16,120.01 12,933.97 29,004.39 24,619.29 21,371.06 11,737.90 12,624.38 15,048.28 17,700.43 18,200.56 15,867.20 16,796.29


Mod_Riego lt/s/Ha 6.02 5.16 10.83 9.50 7.98 4.53 4.71 5.62 6.83 6.80 6.12 6.27

Caudal Disp. Dda lt/s 517.59 443.93 931.29 816.84 686.20 389.45 405.35 483.18 587.28 584.40 526.46 539.31TUNA

Kc -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

Area Ha 108.00 108.00 108.00 108.00 108.00 108.00 108.00 108.00 108.00 108.00 108.00 108.00

Kc_Pond -- 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75 0.75

UC mm/mes/Ha 163.22 130.96 133.49 113.30 98.36 84.89 91.30 108.83 128.01 153.57 160.66 170.06

Req_Vol_Nt m3/mes/Ha 1,632.15 1,309.56 1,334.86 1,133.05 983.55 848.90 913.01 1,088.31 1,280.12 1,535.67 1,606.55 1,700.62

Req_Vol_Br m3/mes/Ha 24,180.01 19,400.96 19,775.72 16,785.88 14,571.18 12,576.33 13,526.12 16,123.16 18,964.75 22,750.70 23,800.79 25,194.44


Mod_Riego lt/s/Ha 9.03 7.74 7.38 6.48 5.44 4.85 5.05 6.02 7.32 8.49 9.18 9.41

Caudal Disp. Dda lt/s 975.00 836.25 797.41 699.41 587.55 524.01 545.41 650.13 790.20 917.37 991.70 1,015.90

AREA TOTAL S/PYTO Ha 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00 1,537.00

DDA TOTAL AGUA S/PYTO lt/s 14,274.13 12,761.87 11,844.59 8,671.12 7,569.19 6,133.71 5,211.21 6,080.97 9,361.84 11,820.77 14,265.62 14,719.81

Demanda de agua total m3/s 14.27 12.76 11.84 8.67 7.57 6.13 5.21 6.08 9.36 11.82 14.27 14.72

DEMANDA AGUA EN VOL. MMC 38.23 31.98 31.72 22.48 20.27 15.90 13.96 16.29 24.27 31.66 36.98 39.43

DEMANDA AGUA TOTAL EN POBLACION MMC 0.03

DEMANDA AGUA TOTAL EN ANIMALES MMC 0.02

DEMANDA AGUA TOTAL EN PLANTAS MMC 323.15

DEMANDA AGUA EN VOL. TOTAL MMC 323.20

Fuente: ATDR-Moquegua y Elaboración propia - Equipo de Trabajo Universidad - 2012

ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO (Con Cedula de Cultivo optimizada y con mejoramiento de infraestructura)


VARIABLE UNIDAD ENERO FEBRERO MARZO ABRIL MAYO JUNIO JULIO AGOSTO SETIEMBRE OCTUBRE NOVIEMBRE DICIEMBRE

Dias Dia 31 28 31 30 31 30 31 31 30 31 30 31

Eto_dia mm/dia 7.02 6.24 5.74 5.04 4.23 3.77 3.93 4.68 5.69 6.61 7.14 7.31

Eto_mes mm/mes 217.6 174.6 178.0 151.1 131.1 113.2 121.7 145.1 170.7 204.8 214.2 226.7

Ef Riego SP % 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065 0.065

PAPA

Kc -- 0.50 0.50 1.10 1.10 1.10 0.70 0.70 0.70 0.70 0.60 0.50 0.50

Area Ha 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00 86.00

Kc_Pond -- 0.50 0.50 1.10 1.10 1.10 0.70 0.70 0.70 0.70 0.60 0.50 0.50

UC mm/mes/Ha 108.81 87.30 195.78 166.18 144.25 79.23 85.21 101.58 119.48 122.85 107.10 113.37

Req_Vol_Nt m3/mes/Ha 1,088.1 873.04 1,957.80 1,661.80 1,442.55 792.31 852.15 1,015.76 1,194.78 1,228.54 1,071.04 1,133.75

Req_Vol_Br m3/mes/Ha 16,740 13,431 30,120 25,566 22,193 12,189 13,110 15,627 18,381 18,901 16,477 17,442

Horas de Riego Hr/Dia 24 24 24 24 24 24 24 24 24 24 24 24

Mod_Riego lt/s/Ha 6.25 5.55 11.25 9.86 8.29 4.70 4.89 5.83 7.09 7.06 6.36 6.51


LIMA

Kc -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

Area Ha 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00 61.00

Kc_Pond -- 0.65 0.65 0.65 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.65

UC mm/mes/Ha 141.45 113.50 115.69 105.75 91.80 79.23 85.21 101.58 119.48 143.33 149.95 147.39

Req_Vol_Nt m3/mes/Ha 1,414.5 1,135.0 1,156.9 1,057.5 918.0 792.3 852.1 1,015.8 1,194.8 1,433.3 1,499.5 1,473.9

Req_Vol_Br m3/mes/Ha 21,762 17,461 17,798 16,269 14,123 12,189 13,110 15,627 18,381 22,051 23,068 22,675

Horas de Riego Hr/Dia 24 24 24 24 24 24 24 24 24 24 24 24

Mod_Riego lt/s/Ha 8.13 7.22 6.65 6.28 5.27 4.70 4.89 5.83 7.09 8.23 8.90 8.47


CUADRO A : DETERMINACION DE RENDIMIENTOS ACTUALES SEGÚN APLICACIÓN DE RIEGO TOTAL DURANTE PERIODO VEGETATIVO CON PROYECTO

Comision de Regantes : OTORAArea bajo riego (has) : 30.05CDs ALTO SAJENA Y EL ESTANQUE (MARGEN IZQUIERDA Y DERECHA)

Cultivo de Referencia Variable UnidadCAUDALES NECESARIOS PARA LA DEMANDA RIEGO CONTINUO l/sg

TOTALEnero Febrero Marzo Abril Mayo Junio Julio Agosto Septieb Octb Noviem Diciemb

ALFALFAlt/s 5.42 5.12 4.99 4.72 4.00 3.78 3.92 4.58 5.60 6.28 6.78 6.63 61.81

0.75

OREGANOlt/s 61.20 58.38 56.86 54.26 45.19 42.26 43.92 51.22 59.49 66.74 75.35 70.54 685.40

0.80

PALTOlt/s 7.22 6.83 6.65 6.29 5.33 5.03 5.23 6.10 7.08 7.94 8.58 8.40 80.67

0.85

DAMASCOlt/s 4.51 4.27 4.15 3.93 3.33 3.14 3.27 3.81 4.43 4.97 5.36 5.25 50.42

0.85

MAIZlt/s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.46 0.53 1.46 1.57 0.77 4.79

0.90

PAPAlt/s 3.01 2.84 6.09 5.76 3.11 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.82

1.10

HABASlt/s 6.51 1.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.74 7.57 23.78

1.25

lt/s 87.87 79.39 78.74 74.96 60.96 54.21 56.34 66.16 77.13 87.38 105.38 99.16 927.69

Caudal disponible a la demanda-Riego Continuo

Respuesta en el Rendimiento, Ky













Caudal de requerimiento total a la demanda-Riego Continuo

CUADRO N° B : DETERMINACION DE RENDIMIENTOS ACTUALES SEGÚN APLICACIÓN REAL DE RIEGO TOTAL DURANTE PERIODO VEGETATIVO


Cultivo de Referencia Variable UnidadCAUDALES APLICADOS SEGÚN OFERTA DE BOCATOMA RUSTICA - RIEGO CONTINUO l/sg


ALFALFAlt/s 5.42 5.12 4.99 4.72 6.56 6.96 6.96 6.92 7.25 7.18 6.43 6.69 75.22

0.75

OREGANOlt/s 61.20 58.38 56.86 54.26 74.13 77.96 77.96 77.42 77.14 76.38 71.50 71.14 834.30

0.80

PALTOlt/s 7.22 6.83 6.65 6.29 8.74 9.28 9.28 9.22 9.18 9.09 8.14 8.47 98.39

0.85

DAMASCOlt/s 4.51 4.27 4.15 3.93 5.47 5.80 5.80 5.76 5.74 5.68 5.09 5.29 61.49

0.85

MAIZlt/s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.69 0.69 1.67 1.49 0.78 5.32

0.90

PAPAlt/s 3.01 2.84 6.09 5.76 5.10 0.00 0.00 0.00 0.00 0.00 0.00 0.00 22.81

1.10

HABASlt/s 6.51 1.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 7.34 7.64 23.45

1.25

Caudales Asignados en Canal lt/s 87.87 79.39 78.74 74.96 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00 1120.9787.87 79.39 78.74 74.96 100.00 100.00 100.00 100.00 100.00 100.00 100.00 100.00

Caudal aplicado según oferta-Riego Continuo














CUADRO N° C : DETERMINACION DE RENDIMIENTOS ACTUALES SEGÚN APLICACIÓN REAL DE RIEGO DURANTE PERIODO VEGETATIVO

CDs ALTO SAJENA Y EL ESTANQUE (MARGEN IZQUIERDA Y DERECHA)

Cultivos Aplicación real -Eta (l/s) 1-Eta/Etm Ky, Total (1-Eta/Etm) x Ky-Total 1-Ya/Ym Ya/Ym

ALFALFA 61.81 75.22 -0.22 0.75 -0.16 1.16 116.27% -22% -16%OREGANO 685.40 834.30 -0.22 0.80 -0.17 1.17 117.38% -22% -17%PALTO 80.67 98.39 -0.22 0.85 -0.19 1.19 118.66% -22% -19%DAMASCO 50.42 61.49 -0.22 0.85 -0.19 1.19 118.66% -22% -19%MAIZ 4.79 5.32 -0.11 0.90 -0.10 1.10 109.92% -11% -10%PAPA 20.82 22.81 -0.10 1.10 -0.11 1.11 110.52% -10% -11%HABAS 23.78 23.45 0.01 1.25 0.02 0.98 98.26% 1% 2%

Requerimiento total de agua - Etm (l/s)

Reduccion en

aplicación de agua

Reduccion en

Rendimiento

CUADRO A : DETERMINACION DE RENDIMIENTOS ACTUALES SEGÚN APLICACIÓN DE RIEGO TOTAL DURANTE PERIODO VEGETATIVO SIN PROYECTO


Cultivo de Referencia Variable UnidadCAUDALES NECESARIOS PARA LA DEMANDA RIEGO CONTINUO l/sg


ALFALFAlt/s 576.13 361.42 378.24 253.01 209.54 263.02 271.10 211.37 246.15 435.84 463.98 286.10 3955.91

0.75

OREGANOlt/s 59.36 56.62 55.15 52.63 43.83 40.99 42.60 49.68 57.71 64.73 73.08 68.42 664.79

0.80

PALTOlt/s 7.00 6.62 6.45 6.10 5.17 4.88 5.07 5.91 6.87 7.71 8.32 8.14 78.25

0.85

DAMASCOlt/s 4.38 4.14 4.03 3.81 3.23 3.05 3.17 3.70 4.29 4.82 5.20 5.09 48.90

0.85

MAIZlt/s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.44 0.52 1.41 1.53 0.75 4.64

0.90

PAPAlt/s 2.92 2.76 5.91 5.59 3.02 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.19

1.10

HABASlt/s 6.32 1.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.53 7.51 7.35 25.60

1.25

lt/s 656.10 433.46 449.78 321.14 264.79 311.93 321.94 271.11 315.53 517.04 559.62 375.85 4798.29















Caudal de requerimiento total a la demanda-Riego Continuo

CUADRO N° B : DETERMINACION DE RENDIMIENTOS ACTUALES SEGÚN APLICACIÓN REAL DE RIEGO TOTAL DURANTE PERIODO VEGETATIVO


Cultivo de Referencia Variable UnidadCAUDALES APLICADOS SEGÚN OFERTA DE BOCATOMA RUSTICA - RIEGO CONTINUO l/sg


ALFALFAlt/s 576.13 361.42 378.24 253.01 60.97 64.96 64.87 60.07 60.10 64.94 63.87 58.64 2067.23

0.75

OREGANOlt/s 59.36 56.62 55.15 52.63 12.75 10.12 10.19 14.12 14.09 9.65 10.06 14.02 318.77

0.80

PALTOlt/s 7.00 6.62 6.45 6.10 1.50 1.21 1.21 1.68 1.68 1.15 1.15 1.67 37.41

0.85

DAMASCOlt/s 4.38 4.14 4.03 3.81 0.94 0.75 0.76 1.05 1.05 0.72 0.72 1.04 23.38

0.85

MAIZlt/s 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13 0.13 0.21 0.21 0.15 0.83

0.90

PAPAlt/s 2.92 2.76 5.91 5.59 0.88 0.00 0.00 0.00 0.00 0.00 0.00 0.00 18.05

1.10

HABASlt/s 6.32 1.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.38 1.03 1.51 11.13

1.25

Caudales Asignados lt/s 656.10 433.46 449.78 321.14 77.04 77.04 77.04 77.04 77.04 77.04 77.04 77.04 2476.80656.10 433.46 449.78 321.14 77.04 77.04 77.04 77.04 77.04 77.04 77.04 77.04















CUADRO N° C : DETERMINACION DE RENDIMIENTOS ACTUALES SEGÚN APLICACIÓN REAL DE RIEGO DURANTE PERIODO VEGETATIVO

CDs ALTO SAJENA Y EL ESTANQUE (MARGEN IZQUIERDA Y DERECHA)

Cultivos Aplicación real -Eta (l/s) 1-Eta/Etm Ky, Total (1-Eta/Etm) x Ky-Total 1-Ya/Ym Ya/Ym

ALFALFA 3955.91 2067.23 0.48 0.75 0.36 0.64 64.19% 48% 36%OREGANO 664.79 318.77 0.52 0.80 0.42 0.58 58.36% 52% 42%PALTO 78.25 37.41 0.52 0.85 0.44 0.56 55.64% 52% 44%DAMASCO 48.90 23.38 0.52 0.85 0.44 0.56 55.64% 52% 44%MAIZ 4.64 0.83 0.82 0.90 0.74 0.26 26.00% 82% 74%PAPA 20.19 18.05 0.11 1.10 0.12 0.88 88.35% 11% 12%HABAS 25.60 11.13 0.57 1.25 0.71 0.29 29.36% 57% 71%

Requerimiento total de agua - Etm (l/s)

Reduccion en

aplicación de agua

Reduccion en

Rendimiento

DETERMINACION DE CAUDALES Y PERIMETROS MOJADOSEN EL CANAL CD LA CHIMBA

SIN PROYECTOCANAL LA CHIMBA

PROGRbase tirante

S n

b y A P RPC 1 0+010 0.45 0.140 0.0025 0.015 0.063 0.73 0.086PC 2 0+119 0.45 0.130 0.0027 0.015 0.059 0.71 0.082PC 3 0+194 0.45 0.120 0.0015 0.015 0.054 0.69 0.078

FUENTE: ELABORACION POR EL EQUIPO DE LA UNIDAD FORMULADORA 2008

PUNTO CONTROL

Area hidraulica

(m)

Perimetro mojado (m)

Radio Hidraulico

(m)

DETERMINACION DE CAUDALES Y PERIMETROS MOJADOSEN EL CANAL CD LA CHIMBA

Eficiencia

E V Q (%)0.45 0.651 0.0410.45 0.656 0.038 93.57 796.990.45 0.472 0.026 66.48 614.97

Eficiencia Cond % 0.00

0.041

Espejo de agua (m)

Velocidad (m/s)

Caudal (m3/s)

EFICIENCIAS Ef. Conducción (%) Ef. Aplicación (%)

Con Proyecto Alternativa Nº 1 99.00 95.00 60.00 0.56

DETERMINACION DE EFICIENCIAS DE RIEGO EN LAS SITUACIONES "CON PROYECTO"

FUENTE : JU MATALAQUE, Y ELABORACION PROPIA DE EQUIPO DE FORMULADORES UNIVERSIDAD

CALCULO DE EVAPOTRASPIRACION POTENCIAL - METODO DE HARGREAVESPOR CORRECCION DE ALTITUD Y HUMEDAD RELATIVA

MODULO : OMATE - COALAQUE CEDULA : 1,537.00ALTITUD : 2130LATITUD : 16.67 TIPO DE TOMA : Sin Regulacion

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

TEMPERATURA MEDIA MENSUAL °C TMC 24.36 24.13 24.17 24.62 24.75 24.14 24.03 24.74 25.37 25.82 25.71 25.55

TEMPERATURA MEDIA MENSUAL °F TMF 75.85 75.44 75.51 76.31 76.55 75.46 75.25 76.54 77.67 78.47 78.28 77.98

FACTOR MENSUAL DE LATITUD FL 2.75 2.35 2.32 1.90 1.64 1.44 1.55 1.82 2.11 2.50 2.62 2.79

HUMEDAD RELATIVA MEDIA MENSUAL HR 63.54 67.50 65.58 58.08 51.08 46.71 43.42 44.75 46.75 47.17 48.96 54.57

FAC. CORRECCION POR HUMEDAD RELATIVA FCHR 1.00 0.95 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FAC. CORRECCION POR ALTITUD FCA 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04

EVAPOTRASPIRACION POTENC. MENSUAL(mm) ETP 217.62 174.61 177.98 151.07 131.14 113.19 121.74 145.11 170.68 204.76 214.21 226.75

ELABORACION : Equipo de la Universidad


CULTIVOSAREA CULTIVABLE

TIPO DE CULTIVOTotal (Has.) %

ALFALFA 605.00 39.36 TRANSITORIO

LIMA 61.00 3.97 PERMANENTE

LIMONERO 14.00 0.91 PERMANENTE

MANDARINO 1.00 0.07 PERMANENTE

NARANJO 8.00 0.52 PERMANENTE

PALTO 179.00 11.65 PERMANENTE

CIROLERO 6.00 0.39 PERMANENTE

CHIRIMOYO 55.00 3.58 PERMANENTE

GUAYABO 2.00 0.13 PERMANENTE

HIGUERA 25.00 1.63 PERMANENTE

LUCUMO 2.00 0.13 PERMANENTE

MANGO 1.00 0.07 PERMANENTE

PACAE 9.00 0.59 PERMANENTE

DAMASCO 12.00 0.78 PERMANENTE

MANZANO 61.00 3.97 PERMANENTE

MELOCOTONERO 6.00 0.39 PERMANENTE

MEMBRILLERO 18.00 1.17 PERMANENTE

GRANADILLA 1.00 0.07 SEMI PERMANENTE

GRANADO 2.00 0.13 PERMANENTE

PERAL 16.00 1.04 PERMANENTE

VID 83.00 5.40 PERMANENTE

CEBADA GRANO 26.00 1.69 TRANSITORIO

TRIGO 30.00 1.95 TRANSITORIO

MAIZ AMILACEO 75.00 4.88 TRANSITORIO

ZAPALLO 1.00 0.07 TRANSITORIO

FRIJOL GRANO SECO 13.00 0.85 TRANSITORIO

HABA GRANO SECO 22.00 1.43 TRANSITORIO

OREGANO SECO 9.00 0.59 SEMI PERMANENTE

PAPA 86.00 5.60 TRANSITORIO

TUNA 108.00 7.03 SEMI PERMANENTE

TOTAL POR CAMPAÑA ( 1,537.00 100.00

Fuente: Elaboración Eqipo de la Universidad

REGISTROS METEOROLOGICOS

ESTACION : CO - OMATE CODIGO : 850 PAIS : PERU

LAT. S : 16° 40´ 29.5" CATEGORI : CO DPTO : MOQUEGUA

LONG. W : 70° 58´ 43.6" PROPIETAR: SENAMHI PROV : GENERAL SANCHEZ CERRO

ALTITUD : 2,130 msnm. CUENCA : OMATE - COALAQUE DIST : OMATE - COALAQUE

PRESIPITACION MEDIA MENSUAL (mm)

AÑOM E S E S

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

1,984 29.8 81.3 47.3 0.0 0.0 5.5 0.0 5.5 0.0 0.0 9.2 0.0

1,985 6.3 75.3 25.8 0.0 0.0 0.0 0.0 3.8 0.0 0.0 0.0 16.8

1,986 26.5 64.0 4.4 0.0 0.0 0.0 0.0 2.2 0.0 0.0 1.0 31.1

1,987 70.7 4.0 1.2 0.0 0.0 0.0 0.0 0.0 0.0 3.0 1.0 0.0

1,988 33.4 5.8 15.7 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 3.9

1,989 17.1 120.5 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

1,990 15.2 4.3 34.1 0.0 0.0 8.5 0.0 0.0 0.0 0.0 0.0 0.0

1,991 7.6 2.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

1,992 0.0 0.0 0.0 0.0 0.0 4.2 0.0 0.0 0.0 0.0 0.0 37.9

1,993 71.2 8.4 16.5 0.0 0.0 0.0 0.0 18.2 0.0 0.0 0.0 3.4

1,994 52.4 53.2 4.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 8.2

1,995 32.6 0.0 94.0 0.0 1.2 0.0 0.0 0.0 0.0 0.0 0.8 1.2

1,996 10.8 22.5 2.5 2.8 0.0 0.0 0.0 0.0 2.8 0.0 1.8 5.2

1,997 75.0 45.9 58.2 12.0 0.0 0.0 0.0 8.4 21.6 0.0 1.8 14.9

1,998 42.6 32.4 4.6 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 8.1

1,999 11.1 136.1 73.0 7.1 0.0 0.0 0.0 0.0 0.7 1.4 0.0 7.4

2,000 118.5 64.6 42.0 1.3 0.0 0.6 0.0 0.0 0.0 0.0 0.0 6.0

2,001 44.6 213.8 54.2 3.6 0.0 0.0 0.0 0.0 0.0 1.6 0.0 0.0

2,002 24.7 86.6 35.5 0.5 0.0 2.3 11.8 0.0 0.0 0.0 7.4 13.6

2,003 5.9 6.9 15.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 9.8

2,004 44.6 38.2 6.4 0.0 0.0 0.0 2.4 0.0 0.0 0.0 0.0 0.5

2,005 35.5 29.4 16.2 0.2 0.0 0.0 0.0 0.0 5.6 0.0 0.0

2,006 86.9 19.5 2.0 1.0 0.2 0.0 0.6 0.0 0.0 0.0 0.0 1.1

N° AÑOS 23.00 23.00 23.00 23.00 23.00 23.00 23.00 23.00 23.00 23.00 23.00 22.00

MEDIA 37.52 48.47 24.03 1.24 0.06 0.92 0.64 1.66 1.33 0.26 1.01 7.69

MAX. 118.50 213.80 94.00 12.00 1.20 8.50 11.80 18.20 21.60 3.00 9.20 37.90

MIN. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

S.D. 29.47 51.99 25.88 2.82 0.25 2.15 2.43 4.11 4.50 0.72 2.33 9.93

PD(50%) 32.60 32.40 15.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.55

PD(75%) 13.15 6.35 3.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13

PD(95%) 5.94 0.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00



LAT. S : 16° 40´ 29.5" CATEGORIA: CO DPTO : MOQUEGUA

LONG. W : 70° 58´ 43.6" PROPIETAR : SENAMHI PROV : GENERAL SANCHEZ CERRO


HUMEDAD RELATIVA MEDIA MENSUAL (%)

AÑOM E S E S


1983 69.0 73.0 65.0 60.0 47.0 35.0 40.0 42.0 45.0 34.0 43.0 57.0

1,984 71.00 77.00 75.00 62.00 50.00 55.00 43.00 42.00 48.00 55.00 55.00 54.00

1,985 64.00 77.00 81.00 71.00 51.00 52.00 48.00 44.00 44.00 68.00 66.00 73.00

1,986 77.00 88.00 87.00 79.00 52.00 50.00 52.00 46.00 41.00 41.00 49.00 61.00

1,987 72.00 60.00 58.00 52.00 44.00 36.00 39.00 44.00 45.00 42.00 45.00 50.00

1,988 66.00 63.00 60.00 54.00 44.00 37.00 34.00 36.00 44.00 46.00 48.00 53.00

1,989 59.00 76.00 70.00 52.00 46.00 36.00 33.00 42.00 36.00 42.00 43.00 53.00

1,990 56.00 59.00 61.00 51.00 48.00 50.00 34.00 43.00 44.00 46.00 50.00 54.00

1,991 53.00 54.00 54.00 51.00 49.00 49.00 35.00 44.00 48.00 50.00 56.00 56.00

1,992 50.00 48.00 47.00 51.00 50.00 57.00 53.00 44.00 53.00 45.00 49.00 59.00

1,993 61.00 54.00 65.00 53.00 50.00 42.00 34.00 40.00 36.00 40.00 45.00 53.00

1,994 59.00 67.00 57.00 48.00 34.00 27.00 25.00 39.00 41.00 39.00 45.00 52.00

1,995 61.00 60.00 66.00 54.00 49.00 41.00 34.00 36.00 47.00 40.00 41.00 44.00

1,996 58.00 67.00 59.00 50.00 41.00 34.00 38.00 42.00 43.00 47.00 47.00 57.00

1,997 72.00 67.00 67.00 64.00 61.00 50.00 40.00 45.00 48.00 42.00 44.00 50.00

1,998 66.00 63.00 55.00 49.00 52.00 45.00 44.00 43.00 46.00 46.00 47.00 52.00

1,999 53.00 75.00 72.00 57.00 53.00 49.00 49.00 46.00 44.00 51.00 50.00 55.00

2,000 73.00 73.00 66.00 61.00 58.00 55.00 53.00 50.00 52.00 50.00 50.00 54.00

2,001 64.00 75.00 72.00 63.00 53.00 51.00 51.00 49.00 49.00 45.00 48.00 52.00

2,002 56.00 70.00 69.00 66.00 57.00 53.00 52.00 48.00 48.00 45.00 49.00 52.00

2,003 60.00 66.00 68.00 61.00 54.00 51.00 51.00 48.00 47.00 45.00 45.00 55.00

2,004 67.00 68.00 68.00 66.00 66.00 63.00 58.00 56.00 57.00 51.00 51.00 55.00

2,005 65.00 66.00 64.00 60.00 61.00 59.00 56.00 54.00 57.00 57.00 59.00

2,006 73.00 74.00 68.00 59.00 56.00 44.00 46.00 51.00 59.00 65.00 50.00 54.00

TOTAL 1,525.00 1,620.00 1,574.00 1,394.00 1,226.00 1,121.00 1,042.00 1,074.00 1,122.00 1,132.00 1,175.00 1,255.00

MEDIA 63.54 67.50 65.58 58.08 51.08 46.71 43.42 44.75 46.75 47.17 48.96 54.57

MAX. 77.00 88.00 87.00 79.00 66.00 63.00 58.00 56.00 59.00 68.00 66.00 73.00

MIN. 50.00 48.00 47.00 48.00 34.00 27.00 25.00 36.00 36.00 34.00 41.00 44.00

DESV.ST. 7.32 9.02 8.70 7.70 6.92 9.05 8.90 4.97 5.85 7.91 5.58 5.24



LAT. S : 16° 40´ 29.5" : CO DPTO : MOQUEGUA

LONG. W : 70° 58´ 43.6" : SENAMHI PROV :GENERAL SANCHEZ CERRO


TEMPERATURA MEDIA MENSUAL (°C)

AÑOM E S E S

ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV

1,983

1,984 22.9 23.0 22.8 23.5 23.7 23.0 23.2 23.4 24.7 24.0 24.4

1,985 23.6 23.0 23.0 24.2 24.1 23.5 23.6 24.0 25.2 25.8 24.8

1,986 23.7 22.5 23.3 24.8 24.4 24.0 23.9 24.5 25.8 25.5 25.7

1,987 24.0 26.7 25.4 25.3 24.9 25.2 24.1 25.4 26.0 26.1 26.2

1,988 24.1 25.5 24.3 24.3 24.7 23.5 23.7 24.9 24.2 25.7 25.8

1,989 24.8 20.1 21.1 25.0 24.8 23.4 24.0 24.2 24.8 25.7 26.3

1,990 25.7 25.2 25.8 25.6 24.8 25.3 24.7 24.2 25.9 26.3 25.6

1,991 26.6 26.4 26.6 26.0 24.9 23.0 25.7 24.2 27.0 26.9 27.1

1,992 27.6 27.7 27.3 26.3 25.0 24.7 22.1 24.1 25.8 26.6 26.9

1,993 24.6 25.6 24.4 25.0 25.0 25.2 24.1 25.2 26.1 26.2 26.1

1,994 24.6 23.4 24.8 24.5 25.6 24.9 25.1 25.1 26.5 26.5 26.7

1,995 25.6 26.2 23.9 25.4 29.5 24.4 24.0 25.1 26.2 26.5 26.4

1,996 24.8 24.3 24.1 24.1 23.9 23.5 24.1 24.5 25.2 25.1 25.3

1,997 22.4 24.6 24.2 24.4 25.0 24.0 25.6 25.8 25.5 26.0 25.9

1,998 26.4 26.3 26.8 25.3 25.3 24.2 24.4 24.4 24.8 25.5 24.7

1,999 24.3 20.9 21.5 23.7 23.5 23.1 23.1 24.3 23.9 23.9 24.1

2,000 21.0 21.2 22.7 23.3 23.1 23.2 22.9 24.5 24.8 26.6 26.3

2,001 24.1 23.3 22.8 24.1 23.9 24.7 24.9 26.2 24.9 26.0 25.6

2,002 25.7 23.6 24.6 24.0 25.1 24.7 23.8 25.6 25.7 26.5 26.0

2,003 25.7 25.4 24.6 25.5 25.8 25.4 24.4 25.7 26.6 26.9 27.0

2,004 24.1 24.8 25.8 24.8 25.2 25.7 24.1 24.9 26.0 26.2 26.2

2,005 24.7 24.9 24.8 25.8 25.2 24.8 25.1 25.9 25.4 25.7 25.4

2,006 19.3 20.5 21.3 21.3 21.9 21.9 22.0 23.0 22.5 23.6 22.9

TOTAL 560.3 555.1 555.9 566.2 569.3 555.3 552.6 569.1 583.5 593.8 591.4

MAX. 27.6 27.7 27.3 26.3 29.5 25.7 25.7 26.2 27.0 26.9 27.1

MIN. 19.3 20.1 21.1 21.3 21.9 21.9 22.0 23.0 22.5 23.6 22.9

MEDIA 24.36 24.13 24.17 24.62 24.75 24.14 24.03 24.74 25.37 25.82 25.71

DESV.ST. 1.8 2.1 1.7 1.1 1.4 1.0 1.0 0.8 1.0 0.9 1.0

CATEGORIA

PROPIETARIO


:GENERAL SANCHEZ CERRO

TEMPERATURA MEDIA MENSUAL (°C)

DIC

25.4

23.9

24.9

26.1

24.6

25.8

26.6

27.4

25.6

25.6

26.1

26.5

25.0

26.8

24.7

23.7

26.2

26.4

26.1

25.8

26.0

22.8

562.0

27.4

22.8

25.55

1.1



LAT. S : 16° 40´ 29.5" CATEGORIA : CO DPTO : MOQUEGUA

LONG. W : 70° 58´ 43.6" : SENAMHI PROV : GENERAL SANCHEZ CERRO


HORAS DE SOL DIARIO (Hr)

AÑOM E S E S


1,984 5.90 6.60 6.20 9.50 8.70 8.30 9.20 9.50 9.00 8.60 9.40 9.00

1,985 5.70 7.50 6.90 7.00 8.40 8.90 9.20 9.50 8.90 10.10 9.80 8.40

1,986 5.80 8.20 7.60 8.70 8.60 8.80 8.80 8.80 9.80 10.10 7.70

1,987 5.90 8.80 8.30 9.70 9.10 9.00 7.70 8.50 8.90 10.00 8.50

1,988 5.90 7.90 8.20 8.90 9.00 9.30 8.60 8.60 8.30 9.20 9.80 9.20

1,989 5.80 6.90 8.00 8.30 8.60 8.90 7.80 8.00 8.30 9.40 9.40 8.60

1,990 6.00 8.00 7.20 8.10 9.00 9.10 7.60 8.30 8.60 9.60 9.00 9.00

1,991 6.30 5.70 7.60 8.00 9.40 9.20 8.80 9.50 9.00 9.20 9.40 6.80

1,992 5.90 6.30 8.90 7.80 8.50 9.20 9.40 9.80 8.40 9.70 9.20 7.80

1,993 5.90 6.70 8.30 8.90 10.00 9.50 10.00 9.90 9.70 10.20 9.30 8.70

1,994 8.50 6.00 6.90 10.00 9.30 9.50 9.80 10.00 9.90 9.00 10.60 8.00

1,995 8.90 8.40 7.10 10.20 9.50 9.80 10.10 10.20 9.70 10.60 9.50 9.10

1,996 9.10 6.40 8.60 9.50 9.00 9.80 10.10 10.40 10.60 10.70 9.90 5.90

1,997 5.40 3.10 7.40 9.70 9.80 9.20 9.40 9.10 8.70 10.20 11.10 10.50

1,998 6.30 7.60 8.70 10.10 10.10 9.00 10.30 10.10 10.70 11.20 10.30 9.40

1,999 10.40 3.40 5.20 8.80 9.80 9.80 10.00 10.40 10.40 10.20 11.30 9.30

2,000 3.20 5.90 6.90 9.60 9.40 9.90 9.50 10.30 10.60 10.00 11.30 8.50

2,001 6.20 5.30 6.30 9.20 9.70 9.05 8.81 9.19 8.85 9.43 9.64 8.34

2,002 6.30 5.70 7.60 8.00 9.40 9.20 8.80 9.50 9.00 9.20 9.40 6.80

2,003 6.00 8.00 7.20 8.10 9.00 9.10 7.60 8.30 8.60 9.60 9.00 9.00

2,004 5.90 7.90 8.20 8.90 9.00 9.30 8.60 8.60 8.30 9.20 9.80 9.20

2,005 5.80 8.20 7.60 8.70 8.60 8.80 8.80 8.80 9.80 10.10 7.70

2,006 5.70 7.50 6.90 7.00 8.40 8.90 9.20 9.50 8.90 10.10 9.80 8.40

TOTAL 146.80 156.00 171.80 185.30 210.50 211.15 208.11 206.29 210.55 223.93 227.14 193.84

MEDIA 6.38 6.78 7.47 8.82 9.15 9.18 9.05 9.38 9.15 9.74 9.88 8.43

MAX. 10.40 8.80 8.90 10.20 10.10 9.90 10.30 10.40 10.70 11.20 11.30 10.50

MIN. 3.20 3.10 5.20 7.00 8.40 8.30 7.60 8.00 8.30 8.60 9.00 5.90

DESV.ST. 1.49 1.50 0.89 0.96 0.51 0.41 0.82 0.73 0.79 0.63 0.67 1.00

PROPIETARIO

CUADRO N° 6

LA RADIACION EXTRATERRESTRE Ra.EXPRESADA EN EQUIVALENTES DE EVAPORACION EN mm/DIA

HEMISFERIO NORTE

LAT.

HEMISFERIO SUR

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

3.80 6.10 9.40 12.70 15.80 17.10 16.40 14.10 10.90 7.40 4.50 3.20 50.00 ° 17.50 14.70 10.90 7.00 4.20 3.10 3.50 5.50 8.90

4.30 6.60 9.80 13.00 15.90 17.20 16.50 14.30 11.20 7.80 5.00 3.70 48.00 ° 17.60 14.90 11.20 7.50 4.70 3.50 4.00 6.00 9.30

4.90 7.10 10.20 13.30 16.00 17.20 16.60 14.50 11.50 8.30 5.50 4.30 46.00 ° 17.70 15.10 11.50 7.90 5.20 4.00 4.40 6.50 9.70

5.30 7.60 10.60 13.70 16.10 17.20 16.60 14.70 11.90 8.70 6.00 4.70 44.00 ° 17.80 15.30 11.90 8.40 5.70 4.40 4.90 6.90 10.20

5.90 8.10 11.00 14.00 16.20 17.30 16.70 15.00 12.20 9.10 6.50 5.20 42.00 ° 17.80 15.50 12.20 8.80 6.10 4.90 5.40 7.40 10.60

6.40 8.60 11.40 14.30 16.40 17.30 16.70 15.20 12.50 9.60 7.00 5.70 40.00 ° 17.90 15.70 12.50 9.20 6.60 5.30 5.90 7.90 11.00

6.90 9.00 11.80 14.50 16.40 17.20 16.70 15.30 12.80 10.00 7.50 6.10 38.00 ° 17.90 15.80 12.80 9.60 7.10 5.80 6.30 8.30 11.40

7.40 9.40 12.10 14.70 16.40 17.20 16.70 15.40 13.10 10.60 8.00 6.60 36.00 ° 17.90 16.00 13.20 10.10 7.50 6.30 6.80 8.80 11.70

7.90 9.80 12.40 14.80 16.50 17.10 16.80 15.50 13.40 10.80 8.50 7.20 34.00 ° 17.80 16.10 13.50 10.50 8.00 6.80 7.20 9.20 12.00

8.30 10.20 12.80 15.00 16.50 17.00 16.80 15.60 13.60 11.20 9.00 7.80 32.00 ° 17.80 16.20 13.80 10.90 8.50 7.30 7.70 9.60 12.40

8.80 10.70 13.10 15.20 16.50 17.00 16.80 15.70 13.90 11.60 9.50 8.30 30.00 ° 17.80 16.40 14.00 11.30 8.90 7.80 8.10 10.10 12.70

9.30 11.10 13.40 15.30 16.50 16.80 16.70 15.70 14.10 12.00 9.90 8.80 28.00 ° 17.70 16.40 14.30 11.60 9.30 8.20 8.60 10.40 13.00

9.80 11.50 13.70 15.30 16.40 16.70 16.60 15.70 14.30 12.30 10.30 9.30 26.00 ° 17.60 16.40 14.40 12.00 9.70 8.70 9.10 10.90 13.20

10.20 11.90 13.90 15.40 16.40 16.60 16.50 15.80 14.50 12.60 10.70 9.70 24.00 ° 17.50 16.50 14.60 12.30 10.20 9.10 9.50 11.20 13.40

10.70 12.30 14.20 15.50 16.30 16.40 16.40 15.80 14.60 13.00 11.10 10.20 22.00 ° 17.40 16.50 14.80 12.60 10.60 9.60 10.00 11.60 13.70

11.20 12.70 14.40 15.60 16.30 16.40 16.30 15.90 14.80 13.30 11.60 10.70 20.00 ° 17.30 16.50 15.00 13.00 11.00 10.00 10.40 12.00 13.90

11.60 13.00 14.60 15.60 16.10 16.10 16.10 15.80 14.90 13.60 12.00 11.10 18.00 ° 17.10 16.50 15.10 13.20 11.40 10.40 10.80 12.30 14.10

12.00 13.30 14.70 15.60 16.00 15.90 15.90 15.70 15.00 13.90 12.40 11.60 16.00 ° 16.90 16.40 15.20 13.50 11.70 10.80 11.20 12.60 14.30

12.40 13.60 14.90 15.70 15.80 15.70 15.70 15.70 15.10 14.10 12.80 12.00 14.00 ° 16.70 16.40 15.30 13.70 12.10 11.20 11.60 12.90 14.50

12.80 13.90 15.10 15.70 15.70 15.50 15.50 15.60 15.20 14.40 13.30 12.50 12.00 ° 16.60 16.30 15.40 14.00 12.50 11.60 12.00 13.20 14.70

13.20 14.20 15.30 15.70 15.50 15.30 15.30 15.50 15.30 14.70 13.60 12.90 10.00 ° 16.40 16.30 15.50 14.20 12.80 12.00 12.40 13.50 14.80

13.60 14.50 15.30 15.60 15.30 15.00 15.10 15.40 15.30 14.80 13.90 13.30 8.00 ° 16.10 16.10 15.50 14.40 13.10 12.40 12.70 13.70 14.90

13.90 14.80 15.40 15.40 15.10 14.70 14.90 15.20 15.30 15.00 14.20 13.70 6.00 ° 15.80 16.00 15.60 14.70 13.40 12.80 13.10 14.00 15.00

14.30 15.00 15.40 15.50 14.90 14.40 14.60 15.10 15.30 15.10 14.50 14.10 4.00 ° 15.50 15.80 15.60 14.90 13.80 13.20 13.40 14.30 15.10

CUADRO N° 6

14.70 15.30 15.60 15.30 14.60 14.20 14.30 14.90 15.30 15.30 14.80 14.40 2.00 ° 15.30 15.70 15.70 15.10 14.10 13.50 13.70 14.50 15.20

15.00 15.50 15.70 15.30 14.40 13.90 14.10 14.80 15.30 15.40 15.10 14.80 0.00 ° 15.00 15.50 15.70 15.30 14.40 13.90 14.10 14.80 15.30

FUENTE:ESTUDIO FAO: RIEGO Y DRENAJE N° 24 "Las necesidades de agua de los cultivos" Pág. 24.

CUADRO N° 6

LA RADIACION EXTRATERRESTRE Ra.EXPRESADA EN EQUIVALENTES DE EVAPORACION EN mm/DIA

HEMISFERIO SUR

OCT NOV DIC

12.90 16.50 18.20

13.20 16.60 18.20

13.40 16.70 18.30

13.70 16.70 18.30

14.00 16.80 18.30

14.20 16.90 18.30

14.40 17.00 18.30

14.60 17.00 18.20

14.90 17.10 18.20

15.10 17.20 18.10

15.30 17.30 18.10

15.40 17.20 17.90

15.50 17.20 17.80

15.60 17.10 17.70

15.70 17.00 17.50

15.80 17.00 17.40

15.80 16.80 17.10

15.80 16.70 16.80

15.80 16.50 16.60

15.80 16.40 16.50

15.90 16.20 16.20

15.80 16.00 16.00

15.70 15.80 15.70

15.60 15.50 15.40

CUADRO N° 6

15.50 15.30 15.10

15.40 15.10 14.80

CUADRO N° 5

DURACION MAXIMA DIARIA MEDIA DE LAS HORAS DE FUERTE INSOLACION EN DIFERENTES MESES Y LATITUDES

LATITUDJUL AGO SET OCT NOV DIC ENE FEB MAR ABR MAY JUNNORTE

LATITUDENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DICSUR

50 ° 15.9 14.5 12.7 10.8 9.1 8.1 8.5 10.1 11.8 13.8 15.4 16.3

48 ° 15.6 14.3 12.6 10.9 9.3 8.3 8.8 10.2 11.8 13.6 15.2 16.0

46 ° 15.4 14.2 12.6 10.9 9.5 8.7 9.1 10.4 11.9 13.5 14.9 15.7

44 ° 15.2 14.0 12.6 11.0 9.7 8.9 9.3 10.5 11.9 13.4 14.7 15.4

42 ° 14.9 13.9 12.9 11.1 9.8 9.1 9.4 10.6 11.9 13.4 14.6 15.2

40 ° 14.7 13.7 12.5 11.2 10.0 9.3 9.6 10.7 11.9 13.3 14.4 15.0

35 ° 14.3 13.5 12.4 11.3 10.3 9.8 10.1 11.0 11.9 13.1 14.0 14.5

30 ° 13.9 13.2 12.4 11.5 10.6 10.2 10.4 11.1 12.0 12.9 13.6 14.0

25 ° 13.5 13.0 12.3 11.6 10.9 10.6 10.7 11.3 12.0 12.7 13.3 13.7

20 ° 13.2 12.8 12.3 11.7 11.2 10.9 11.0 11.5 12.0 12.6 13.1 13.3

15 ° 12.9 12.6 12.2 11.8 11.4 11.2 11.3 11.6 12.0 12.5 12.8 13.0

10 ° 12.6 12.4 12.1 11.8 11.6 11.5 11.6 11.8 12.0 12.3 12.6 12.7

5 ° 12.3 12.3 12.1 12.0 11.9 11.8 11.8 11.9 12.0 12.2 12.3 12.4

0 ° 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1 12.1

FUENTE:ESTUDIO FAO: RIEGO Y DRENAJE N° 24 "Las necesidades de agua de los cultivos" Pág. 25.

CUADRO N° 4

FACTOR DE EVAPOTRANSPIRACION POTENCIAL (MF) EN mm POR MES

LAT. M E S E S

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

1 2.788 2.117 2.354 2.197 2.137 1.990 2.091 2.216 2.256 2.358 2.234 2.265

2 2.371 2.136 2.357 2.182 2.108 1.956 2.050 2.194 2.251 2.372 2.263 2.301

3 2.353 2.154 2.360 2.167 2.079 1.922 2.026 2.172 2.246 2.386 2.290 2.337

4 2.385 2.172 2.362 2.151 2.050 1.888 1.993 2.150 2.240 2.398 2.318 2.372

5 2.416 2.189 2.363 2.134 2.020 1.854 1.960 2.126 2.234 2.411 2.345 2.407

6 2.447 2.050 2.363 2.117 1.980 1.820 1.976 2.103 2.226 2.422 2.371 2.442

7 2.478 2.221 2.363 2.099 1.959 1.785 1.893 2.078 2.218 2.433 2.397 2.476

8 2.508 2.237 2.362 2.081 1.927 1.750 1.858 2.054 2.210 2.443 2.423 2.510

9 2.538 2.251 2.360 2.062 1.896 1.715 1.824 2.028 2.201 2.453 2.448 2.544

10 2.567 2.266 2.357 2.043 1.864 1.679 1.789 2.003 2.191 2.462 2.473 2.577

11 2.596 2.279 2.354 2.023 1.832 1.644 1.754 1.976 2.180 2.470 2.497 2.610

12 2.625 2.292 2.350 2.002 1.799 1.608 1.719 1.950 2.169 2.477 2.520 2.643

13 2.652 2.305 2.345 1.981 1.767 1.572 1.684 1.922 2.157 2.484 2.543 2.675

14 2.680 2.317 2.340 1.959 1.733 1.536 1.648 1.895 2.144 2.490 2.566 2.706

15 2.707 2.326 2.334 1.937 1.700 1.500 1.612 1.867 2.131 2.496 2.588 2.738

16 2.734 2.339 2.317 1.914 1.666 1.464 1.576 1.838 2.117 2.500 2.610 2.769

17 2.760 2.349 2.319 1.891 1.632 1.427 1.540 1.809 2.103 2.504 2.631 2.799

18 2.785 2.359 2.311 1.867 1.598 1.391 1.504 1.780 2.088 2.508 2.651 2.830

19 2.811 2.368 2.302 1.843 1.654 1.354 1.467 1.750 2.072 2.510 2.671 2.859

FUENTE:

CUADRO N° 4

EL RIEGO: PRINCIPIOS BASICOS - Absalon Vasquez V., Lorenzo Chang Navarro L. Tomo I 1992 Pág. 112,

CUADRO N° 7

CALCULO DE DEMANDAS DE AGUA POR MODULO SIN PROYECTO

MODULO : OMATE - COALAQUE

ALTITUD : 2130 CEDULA : 1,537.00

LATITUD : 16.67 TIPO DE TOMA : Sin Regulacion

Ef. Riego : 6.75 %

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

COEFICIENTE : Kp 0.67 0.44 0.46 0.31 0.30 0.41 0.41 0.28 0.28 0.43 0.43 0.27

AREA CULTIVADA : Has 88.00 88.00 88.00 88.00 88.00 88.00 88.00 88.00 88.00 88.00 88.00 88.00

EVAPOTRASPIRACION POTENCIAL : (mm/mes) 197.48 167.88 176.98 159.79 144.03 126.24 134.46 157.25 177.21 209.83 216.17 217.32

EVAPOTRASPIRACION REAL : (mm/mes) 131.50 73.41 81.05 50.30 43.05 52.29 55.69 43.42 48.93 89.53 92.24 58.90

PRECIPITACION MEDIA : (mm/mes) 37.52 48.47 24.03 1.24 0.06 0.92 0.64 1.66 1.33 0.26 1.01 7.69

PRECIPITACION EFECTIVA : (mm/mes) 13.15 6.35 3.35 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.13

ASCENCION CAPILAR : (mm/mes) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

LAMINA DE RIEGO NETA : (mm/mes) 118.35 67.06 77.70 50.30 43.05 52.29 55.69 43.42 48.93 89.53 92.24 58.77

LAMINA DE RIEGO BRUTA (Efic Riego 25%) : (mm/mes) 1753.39 993.50 1151.14 745.16 637.72 774.64 825.07 643.29 724.96 1326.44 1366.52 870.72

MODULO DE RIEGO (24 Horas) : (lt/seg/Ha) 6.55 4.11 4.30 2.88 2.38 2.99 3.08 2.40 2.80 4.95 5.27 3.25





REQUERIMIENTO TOTAL CAUDAL : (m3/seg) 0.576 0.361 0.378 0.253 0.210 0.263 0.271 0.211 0.246 0.436 0.464 0.286

DIAS DEL MES : (dias) 31 28 31 30 31 30 31 31 30 31 30 31

REQUERIMIENTO TOTAL VOLUMEN : (MMM) 1.5431 0.8743 1.0131 0.6558 0.5612 0.6817 0.7261 0.5661 0.6380 1.1674 1.2026 0.7663

ELABORACION : Equipo de la Unidad Formuladora

CALCULO DE EVAPOTRASPIRACION POTENCIAL - METODO DE HARGREAVESPOR CORRECCION DE ALTITUD Y HUMEDAD RELATIVA

MODULO : OMATE - COALAQUE CEDULA : 1,537.00ALTITUD : 2,130LATITUD : 16.67 TIPO DE TOMA : Sin Regulacion


TEMPERATURA MEDIA MENSUAL °C : TMC 24.36 24.13 24.17 24.62 24.75 24.14 24.03 24.74 25.37 25.82 25.71 25.55

TEMPERATURA MEDIA MENSUAL °F : TMF 75.85 75.44 75.51 76.31 76.55 75.46 75.25 76.54 77.67 78.47 78.28 77.98

FACTOR MENSUAL DE LATITUD : FL 2.75 2.35 2.32 1.90 1.64 1.44 1.55 1.82 2.11 2.50 2.62 2.79

HUMEDAD RELATIVA MEDIA MENSUAL : HR 63.54 67.50 65.58 58.08 51.08 46.71 43.42 44.75 46.75 47.17 48.96 54.57

FAC. CORRECCION POR HUMEDAD RELATIVA : FCHR 1.00 0.95 0.97 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00

FAC. CORRECCION POR ALTITUD : FCA 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04 1.04

EVAPOTRASPIRACION POTENC. MENSUAL(mm) : ETP 217.62 174.61 177.98 151.07 131.14 113.19 121.74 145.11 170.68 204.76 214.21 226.75

CALCULO DE EVAPOTRASPIRACION POTENCIAL - METODO DE HARGREAVESPOR RADIACION


TEMPERATURA MEDIA MENSUAL °C : TMC 24.36 24.13 24.17 24.62 24.75 24.14 24.03 24.74 25.37 25.82 25.71 25.55

TEMPERATURA MEDIA MENSUAL °F : TMF 75.85 75.44 75.51 76.31 76.55 75.46 75.25 76.54 77.67 78.47 78.28 77.98

NUMERO DE HORAS DE SOL MENSUAL : SM 197.86 196.70 231.56 264.71 283.72 275.41 280.49 290.68 274.64 301.82 296.26 261.26

: DL 13.00 12.67 12.23 11.77 11.33 11.10 11.20 11.57 12.00 12.53 12.90 13.10

DIAS DEL MES : Dias 31 29 31 30 31 30 31 31 30 31 30 31

: S 49.10 53.55 61.06 74.99 80.76 82.71 80.79 81.07 76.29 77.68 76.55 64.33

: RMM 16.97 16.43 15.17 13.40 11.60 10.67 11.07 12.50 14.23 15.80 16.73 16.90

RADIACION EXTRATERRESTRE Por mes : RMM 525.99 476.58 470.15 401.96 359.56 319.95 343.02 387.46 426.98 489.80 502.01 523.94

: RSM 276.41 261.55 275.53 261.07 242.34 218.23 231.24 261.65 279.70 323.77 329.42 315.17

FACTOR POR CORRECION DE ALTURA : FA 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13 1.13



NUMERO DE HORAS DE SOL MAXIMA MEDIA DIARIA PROPBABLE

PORCENTAJE DE HORAS DE SOL MENSUAL REFERIDO AL MAXIMO PROPBABLE

RADIACION EXTRATERRESTRE MENSUAL EN SU EQUIVALENCIA DE EVAPORACION

RADIACION MENSUAL INCIDENTE EN SU EQUIVALENTE DE EVAPOTRNSPIRACION POTENCIAL

BALANCE DE OFERTA Y DEMANDA SIN PROYECTO (m3/Seg.)OMATE - COALAQUE BALANCE DE OFERTA Y DEMANDA DE AGUA PROYECTA (MMC)

DETALLEMESES

DETALLE

AÑOS

ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC 2004

0

OFERTA DE AGUA TOTAL (m3/S) 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065 0.0065

Demanda de agua total (m3/s) 14.2741 12.7619 11.8446 8.6711 7.5692 6.1337 5.2112 6.0810 9.3618 11.8208 14.2656 14.7198 OFERTA DE AGUA TOTAL (m3/S) 0.20

Demanda de agua total (m3/s) 10.40

DEFICIT -14.268 -12.755 -11.838 -9.355 -11.814 -14.259 -14.713 -10.19

SUPERAVIT -8.665 -7.563 -6.127 -5.205 -6.074



0.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

16.0000

BALANCE OFERTA DEMANDA (SIN PROYECTO)OMATE - COALAQUE

Oferta Demanda

Meses

Ca

ud

al

m3

/s

BALANCE DE OFERTA Y DEMANDA DE AGUA PROYECTA (MMC)

AÑOS

2005 2006 2007 2008 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 2019 2020 2021 2022 2023 2024

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20 0.20

10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40 10.40

-10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19 -10.19

OFERTA DE AGUA ACTUAL

OMATE - COALAQUE

DETALLEOFERTA DE AGUA POR MESE (m3/Seg)


DOTACION DE AGUA (L/S) 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00 24.00

CAUDADL TOTAL (L/S) 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00 36.00

OFERTA DE AGUA TOTAL (m3/S) 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.4320

OFERTA AGUA EN VOLUMEN (MMC) 0.0964 0.0871 0.0964 0.0933 0.0964 0.0933 0.0964 0.0964 0.0933 0.0964 0.0933 0.0964 1.1353

TOTAL ANUAL

1 2 3 4 5 6 7 8 9 10 110.08

0.0850000000000001

0.0900000000000001

0.0950000000000001

0.1FERTA DE AGUA CON PROYECTO - MMC

OFERTA AGUA EN VOLUMEN (MMC)

Axis Title

BALANCE DE OFERTA Y DEMANDA CON PROYECTO (m3/Seg.)OMATE - COALAQUE

DETALLEMESES


OFERTA DE AGUA TOTAL (m3/S) 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360 0.0360

Demanda de agua total (m3/s) 14.2741 12.7619 11.8446 8.6711 7.5692 6.1337 5.2112 6.0810 9.3618 11.8208 14.2656 14.7198

DEFICIT -14.6838

SUPERAVIT -14.2381 -12.7259 -11.8086 -8.6351 -7.5332 -6.0977 -5.1752 -6.0450 -9.3258 -11.7848 -14.2296



0.0000

2.0000

4.0000

6.0000

8.0000

10.0000

12.0000

14.0000

16.0000

BALANCE OFERTA DEMANDA (CON PROYECTO) OMATE - COALAQUE

Oferta Demanda

Meses

Cau

dal

m3

/s

COSTOS DE OPERACIÓN Y MANTENIMIENTO DE SECTOR MELOLAYOSIN PROYECTO A PRECIOS DE MERCADO

Area bajo Riego beneficiada : 44.00 has

PARTIDA DESCRIPCION UNIDAD CANTIDAD COSTO TOTAL (S)

11.1 Operación de la Infraestructura de Riego 540.00

Personal para la distribucion del aguaTomero Mes 12 20.00 240Alimentacion Glb 1 240.00 240Pasajes Glb 1 60.00 60

11.2 Mantenimiento de la infraestructura de riego 200

Mantenimiento de Canales Glb 1 200.00 200

PRESUPUESTO TOTAL ( SOLES ) 740FUENTE : ELABORACION PROPIA DE EQUIPO DE FORMULADORES

PRECIO UNITARIO

COSTO PARCIAL

COSTOS DE OPERACIÓN Y MANTENIMIENTO DE SECTOR MELOLAYOCON PROYECTO A PRECIOS DE MERCADO

ALTERNATIVA N° 1Area bajo Riego beneficiada: 1537.00 has

PARTIDA UNIDAD CANTIDAD COSTO TOTAL (S)


Personal para la distribucion del aguaTomero Mes 12 100.00 1200.00Alimenacion Glb 1 960 960.00Pasajes Glb 1 240 240.00

11.20 Mantenimiento de la infraestructura de riego 3150.00

1.00 Mantenimiento de Bocatomas y Obras de Arte 470.002 Veces al añoMano de obraPeon Jornal 4 20.00 80.00Capataz Jornal 3 30.00 90.00Maquinaria y/ EquipoMovilidad Glb 1 100.00 100.00

Materiales e insumosAlimentos Glb 1 100.00 100.00Herramientas Glb 1 100.00 100.00

2.00 Mantenimiento de Canales 1740.00Mano de obraPeon Jornal 30 20.00 600.00Capataz Jornal 7 20.00 140.00Materiales e insumosAlimentos Glb 1 500.00 500.00Herramientas Glb 1 500.00 500.00

3.00 Mantenimiento de Compuertas 940.00

Mano de obraPeon Jornal 6 20.00 120.00Capataz Jornal 1 20.00 20.00Materiales e insumosGrasas y otros Glb 1 600.00 600.00Alimentos Glb 1 100.00 100.00Herramientas Glb 1 100.00 100.00

PRESUPUESTO TOTAL ( SOLES ) 5550.00FUENTE : ELABORACION PROPIA DE EQUIPO DE FORMULADORES

PRECIO UNITARIO

COSTO PARCIAL

COSTOS DE OPERACIÓN Y MANTENIMIENTO DE SECTOR MELOLAYOCON PROYECTO A PRECIOS DE MERCADO

ALTERNATIVA N° 2Area bajo Riego beneficiada: 1537.00 has

PARTIDA UNIDAD CANTIDAD COSTO TOTAL (S)


Personal para la distribucion del aguaTomero Mes 12 140 1680Alimenacion Glb 1 1200 1200Pasajes Glb 1 300 300


1.00 Mantenimiento de Bocatoma y Obras de Arte 450.002 Veces al añoMano de obraPeon Jornal 3 20.00 60.00Capataz Jornal 3 30.00 90.00Maquinaria y/ EquipoMovilidad Glb 1 100.00 100.00


2.00 Mantenimiento de Canales 2440.00Mano de obraPeon Jornal 40 20.00 800.00Capataz Jornal 7 20.00 140.00Maquinaria y/ EquipoMovilidad Glb 1 500.00 500.00



Mano de obraPeon Jornal 7 20.00 140.00Capataz Jornal 1 20.00 20.00Maquinaria y/ EquipoMovilidad Glb 1 50.00 50.00


PRESUPUESTO TOTAL ( SOLES ) 6480.00FUENTE : ELABORACION PROPIA DE EQUIPO DE FORMULADORES - 2008

PRECIO UNITARIO

COSTO PARCIAL

COSTOS DE OPERACIÓN Y MANTENIMIENTO DE SECTOR MELOLAYOSIN PROYECTO A PRECIOS SOCIALES

Area bajo Riego beneficiada : 44.00 has

PARTIDA DESCRIPCION UNIDAD CANTIDAD

11.1 Operación de la Infraestructura de Riego 492

Personal para la distribucion del aguaTomero Mes 12 0.90 18 216Alimentacion Glb 1 0.92 220.8 220.8Pasajes Glb 1 0.92 55.2 55.2

11.2 Mantenimiento de la infraestructura de riego 180

Mantenimiento de Canales Glb 1 0.9 180 180

PRESUPUESTO TOTAL ( SOLES ) 672FUENTE : ELABORACION PROPIA DE EQUIPO DE FORMULADORES

FACTOR MEF

PRECIO UNITARIO

COSTO PARCIAL

COSTO TOTAL (S)

COSTOS DE OPERACIÓN Y MANTENIMIENTO DE SECTOR MELOLAYOCON PROYECTO A PRECIOS SOCIALES

ALTERNATIVA N° 1Area bajo Riego beneficiada : 1537.00 has



Personal para la distribucion del aguaTomero Mes 12 0.90 90 1080Alimenacion Glb 1 0.92 883.2 883.2Pasajes Glb 1 0.92 220.8 220.8


1.00 Mantenimiento de Bocatoma y Obras de Arte 389.802 Veces al añoMano de obraPeon Jornal 4 0.41 8.20 32.8Capataz Jornal 3 0.9 27.00 81Maquinaria y/ EquipoMovilidad Glb 1 0.92 92.00 92

Materiales e insumosAlimentos Glb 1 0.92 92.00 92Herramientas Glb 1 0.92 92.00 92

2.00 Mantenimiento de Canales 1292.00Mano de obraPeon Jornal 30 0.41 8.20 246Capataz Jornal 7 0.9 18.00 126Materiales e insumosAlimentos Glb 1 0.92 460.00 460Herramientas Glb 1 0.92 460.00 460


Mano de obraPeon Jornal 6 0.41 8.20 49.2Capataz Jornal 1 0.9 18.00 18Materiales e insumosGrasas y otros Glb 1 0.92 552.00 552Alimentos Glb 1 0.92 92.00 92Herramientas Glb 1 0.92 92.00 92

4669.00FUENTE : ELABORACION PROPIA DE EQUIPO DE FORMULADORES

FACTOR MEF

PRECIO UNITARIO

COSTO PARCIAL

COSTO TOTAL (S)

COSTOS DE OPERACIÓN Y MANTENIMIENTO DE SECTOR MELOLAYOCON PROYECTO A PRECIOS SOCIALES

ALTERNATIVA N° 2Area bajo Riego beneficiada : 1537.00 has



Personal para la distribucion del aguaTomero Mes 12 0.90 126 1512Alimenacion Glb 1 0.92 1104 1104Pasajes Glb 1 0.92 276 276


1.00 Mantenimiento de Bocatoma y Obras de Arte 381.602 Veces al añoMano de obraPeon Jornal 3 0.41 8.20 24.6Capataz Jornal 3 0.9 27.00 81Maquinaria y/ EquipoMovilidad Glb 1 0.92 92.00 92


2.00 Mantenimiento de Canales 1834.00Mano de obraPeon Jornal 40 0.41 8.20 328Capataz Jornal 7 0.90 18.00 126Maquinaria y/ EquipoMovilidad Glb 1 0.92 460.00 460



Mano de obraPeon Jornal 7 0.41 8.20 57.4Capataz Jornal 1 0.90 18.00 18Maquinaria y/ EquipoMovilidad Glb 1 0.92 46.00 46


5413.00FUENTE : ELABORACION PROPIA DE EQUIPO DE FORMULADORES - 2008

FACTOR MEF

PRECIO UNITARIO

COSTO PARCIAL

COSTO TOTAL (S)

ALTERNATIVA 01

VALOR DE LA TARIFA DE AGUA, S/./m3 0.0004

INVERSION OPERACIÓN

AÑO AÑO 1 AÑO 2 AÑO 3 AÑO 4 AÑO 5 AÑO 6 AÑO 7 AÑO 8 AÑO 9 AÑO 10

INGRESOS POR VENTA DE AGUA

METROS CUBICOS VENDIDOS #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

TARIFA POR METRO CUBICO, S/./m3 0.0000 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004 0.0004

TOTAL #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

EGRESOS DE LA JUNTA DE USUARIOS

COSTO DE OPERACION 2,400.00 2,400.00 2,400.00 2,400.00 2,400.00 2,400.00 2,400.00 2,400.00 2,400.00 2,400.00

COSTO DE MANTENIMIENTO 3,150.00 3,150.00 3,150.00 3,150.00 3,150.00 3,150.00 3,150.00 3,150.00 3,150.00 3,150.00

TOTAL 5,550.00 5,550.00 5,550.00 5,550.00 5,550.00 5,550.00 5,550.00 5,550.00 5,550.00 5,550.00

FLUJO NETO #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

FACTOR DE ACTUALIZACION = 0.14 0.877193 0.769468 0.674972 0.592080 0.519369 0.455587 0.399637 0.350559 0.307508 0.269744

VALOR ACTUAL #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

CONCLUSION : Tarifa actual (S/ M3) Tarifa de agua de equilibrio (S/M3)0.0000 0.0004

Tarifa actual es menor que tarifa de agua de equilibrioS/. #REF! S/. #REF!

S/. Por Ha. 0.00 S/. Por Ha. #REF!

Cuadro Nº 28. Cálculo de la Tarifa de Agua a Precios Privados

FLUJO DE CAJA PARA EL CALCULO DE LA TARIFA DE AGUA

Tarifa de agua de equlibrio es sostenible en el tiempo

ALTERNATIVA 02

VALOR DE LA TARIFA DE AGUA, S/./m3 0.0003

INVERSION OPERACIÓN

AÑO AÑO 1 AÑO 2 AÑO 3 AÑO 4 AÑO 5 AÑO 6 AÑO 7 AÑO 8 AÑO 9 AÑO 10

INGRESOS POR VENTA DE AGUA

METROS CUBICOS VENDIDOS #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

TARIFA POR METRO CUBICO, S/./m3 0.0000 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003 0.0003

TOTAL #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

EGRESOS DE LA JUNTA DE USUARIOS

COSTO DE OPERACION 0.00 3,180.00 3,180.00 3,180.00 3,180.00 3,180.00 3,180.00 3,180.00 3,180.00 3,180.00 3,180.00

COSTO DE MANTENIMIENTO 0.00 3,300.00 3,300.00 3,300.00 3,300.00 3,300.00 3,300.00 3,300.00 3,300.00 3,300.00 3,300.00

TOTAL 0.00 6,480.00 6,480.00 6,480.00 6,480.00 6,480.00 6,480.00 6,480.00 6,480.00 6,480.00 6,480.00

FLUJO NETO #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

FACTOR DE ACTUALIZACION = 0.14 0.877193 0.769468 0.674972 0.592080 0.519369 0.455587 0.399637 0.350559 0.307508 0.269744

VALOR ACTUAL #REF! 0.00 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

CONCLUSION : Tarifa actual (S/ M3) Tarifa de agua de equilibrio (S/M3)0.0000 0.0003

Tarifa actual es menor que tarifa de agua de equilibrioS/. #REF! S/. #REF!

S/. Por Ha. 0.00 S/. Por Ha. #REF!

Cuadro Nº 28. Cálculo de la Tarifa de Agua a Precios Privados

FLUJO DE CAJA PARA EL CALCULO DE LA TARIFA DE AGUA

Tarifa de agua de equlibrio es sostenible en el tiempo

OMATE COALAQUE

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