Download - 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
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 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
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 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 109.54 93.95 89.59 84.62 71.09 63.40 65.99 78.66 95.60 110.99 119.98 114.13
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
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 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 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
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 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 62.59 53.69 51.19 48.35 40.62 36.23 37.71 44.95 54.63 63.42 68.56 65.22
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
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 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
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 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 46.94 40.26 38.39 36.27 30.47 27.17 28.28 33.71 40.97 47.57 51.42 48.91
ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO
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
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 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 430.32 369.08 351.94 332.44 279.27 249.07 259.24 309.01 375.59 436.03 471.36 448.38
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
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 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 15.65 13.42 12.80 12.09 10.16 9.06 9.43 11.24 13.66 15.86 17.14 16.30
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
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 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 195.60 167.77 159.97 151.11 126.94 113.21 117.84 140.46 170.72 198.20 214.26 203.81
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
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 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 15.65 13.42 12.80 12.09 10.16 9.06 9.43 11.24 13.66 15.86 17.14 16.30
ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO
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
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 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 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
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 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 70.42 60.40 57.59 54.40 45.70 40.76 42.42 50.57 61.46 71.35 77.13 73.37
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
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 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 108.33 92.92 88.60 77.71 65.28 58.22 60.60 72.24 87.80 101.93 110.19 112.88
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
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 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 550.69 472.33 450.39 395.04 331.86 295.97 308.05 367.20 446.32 518.14 560.13 573.80
ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO
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
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 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 54.17 46.46 44.30 38.86 32.64 29.11 30.30 36.12 43.90 50.96 55.09 56.44
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
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 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 162.50 139.37 132.90 116.57 97.92 87.34 90.90 108.35 131.70 152.89 165.28 169.32
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
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 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 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
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 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 18.06 15.49 14.77 12.95 10.88 9.70 10.10 12.04 14.63 16.99 18.36 18.81
ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO
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
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 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 144.44 123.89 118.13 103.62 87.04 77.63 80.80 96.32 117.07 135.91 146.92 150.50
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
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 9.03 11.36 10.83 0.00 0.00 0.00 0.00 0.00 7.32 8.49 9.18 9.41
Caudal Disp. Dda lt/s 749.31 942.59 898.81 0.00 0.00 0.00 0.00 0.00 607.28 705.01 762.14 780.74
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
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 3.61 7.22 10.83 13.84 13.84 13.84 4.81 4.81 3.61 2.41 0.00 0.00
Caudal Disp. Dda lt/s 93.89 187.78 281.67 359.91 359.91 359.91 125.19 125.19 93.89 62.59 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
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 3.61 7.22 10.83 13.84 13.84 13.84 4.81 4.81 3.61 2.41 0.00 0.00
Caudal Disp. Dda lt/s 108.33 216.67 325.00 415.28 415.28 415.28 144.44 144.44 108.33 72.22 0.00 0.00
ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO
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
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 5.42 5.42 6.62 13.24 13.24 13.24 5.42 5.42 5.42 13.24 13.24 6.62
Caudal Disp. Dda lt/s 406.25 406.25 496.53 993.06 993.06 993.06 406.25 406.25 406.25 993.06 993.06 496.53
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
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 5.42 5.42 6.62 13.24 13.24 13.24 5.42 5.42 5.42 13.24 13.24 6.62
Caudal Disp. Dda lt/s 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
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 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 117.36 172.13 172.13 0.00 0.00 0.00 0.00 0.00 117.36 117.36 117.36 117.36
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
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 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 198.61 291.30 291.30 0.00 0.00 0.00 0.00 0.00 198.61 198.61 198.61 198.61
ANALISIS DE LA DEMANDA ACTUAL DE AGUA DE RIEGO EN LA SITUACION CON PROYECTO
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
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 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
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 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
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 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)
CON PROYECTO - OMATE COALAQUE
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
Caudal Disp. Dda lt/s 537.50 477.47 967.11 848.26 712.59 404.43 420.94 501.76 609.87 606.87 546.71 560.05
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
Caudal Disp. Dda lt/s 495.63 440.27 405.35 382.88 321.64 286.86 298.58 355.90 432.58 502.20 542.89 516.42
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 disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
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
Comision de Regantes : OTORAArea bajo riego (has) : 30.05CDs ALTO SAJENA Y EL ESTANQUE (MARGEN IZQUIERDA Y DERECHA)
Cultivo de Referencia Variable UnidadCAUDALES APLICADOS SEGÚN OFERTA DE BOCATOMA RUSTICA - 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 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
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
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
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 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 disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal disponible a la demanda-Riego Continuo
Respuesta en el Rendimiento, Ky
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
Comision de Regantes : OTORAArea bajo riego (has) : 30.05CDs ALTO SAJENA Y EL ESTANQUE (MARGEN IZQUIERDA Y DERECHA)
Cultivo de Referencia Variable UnidadCAUDALES APLICADOS SEGÚN OFERTA DE BOCATOMA RUSTICA - RIEGO CONTINUO l/sg
TOTALEnero Febrero Marzo Abril Mayo Junio Julio Agosto Septieb Octb Noviem Diciemb
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
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
Caudal aplicado según oferta-Riego Continuo
Respuesta en el Rendimiento, Ky
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
CON PROYECTO - OMATE COALAQUE
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
REGISTROS METEOROLOGICOS
ESTACION : CO - OMATE CODIGO : 850 PAIS : PERU
LAT. S : 16° 40´ 29.5" CATEGORIA: 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
HUMEDAD RELATIVA MEDIA MENSUAL (%)
AÑOM E S E S
ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC
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
REGISTROS METEOROLOGICOS
ESTACION : CO - OMATE CODIGO : 850 PAIS : PERU
LAT. S : 16° 40´ 29.5" : CO DPTO : MOQUEGUA
LONG. W : 70° 58´ 43.6" : SENAMHI PROV :GENERAL SANCHEZ CERRO
ALTITUD : 2,130 msnm. CUENCA : OMATE - COALAQUE DIST : OMATE - COALAQUE
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
REGISTROS METEOROLOGICOS
: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
REGISTROS METEOROLOGICOS
ESTACION : CO - OMATE CODIGO : 850 PAIS : PERU
LAT. S : 16° 40´ 29.5" CATEGORIA : CO DPTO : MOQUEGUA
LONG. W : 70° 58´ 43.6" : SENAMHI PROV : GENERAL SANCHEZ CERRO
ALTITUD : 2,130 msnm. CUENCA : OMATE - COALAQUE DIST : OMATE - COALAQUE
HORAS DE SOL DIARIO (Hr)
AÑOM E S E S
ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC
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
MODULO DE RIEGO (20 Horas) : (lt/seg/Ha) 7.86 4.93 5.16 3.45 2.86 3.59 3.70 2.88 3.36 5.94 6.33 3.90
MODULO DE RIEGO (18 Horas) : (lt/seg/Ha) 8.73 5.48 5.73 3.83 3.17 3.99 4.11 3.20 3.73 6.60 7.03 4.33
MODULO DE RIEGO (16 Horas) : (lt/seg/Ha) 9.82 6.16 6.45 4.31 3.57 4.48 4.62 3.60 4.20 7.43 7.91 4.88
MODULO DE RIEGO (14 Horas) : (lt/seg/Ha) 11.22 7.04 7.37 4.93 4.08 5.12 5.28 4.12 4.80 8.49 9.04 5.57
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
CONCEPTO 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
CALCULO DE EVAPOTRASPIRACION POTENCIAL - METODO DE HARGREAVESPOR RADIACION
CONCEPTO 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
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
EVAPOTRASPIRACION POTENC. MENSUAL(mm) : ETP 177.34 166.90 175.97 168.51 156.92 139.29 147.18 169.39 183.74 214.90 218.13 207.89
EVAPOTRASPIRACION POTENC. MENSUAL(mm) : ETP 197.48 170.76 176.98 159.79 144.03 126.24 134.46 157.25 177.21 209.83 216.17 217.32
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
ELABORACION : Equipo de la Unidad Formuladora
ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC
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)
ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC
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
ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC
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
ELABORACION : Equipo de la Unidad Formuladora
ENE FEB MAR ABR MAY JUN JUL AGO SET OCT NOV DIC
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)
11.1 Operación de la Infraestructura de Riego 2400.00
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)
11.1 Operación de la Infraestructura de Riego 3180.00
Personal para la distribucion del aguaTomero Mes 12 140 1680Alimenacion Glb 1 1200 1200Pasajes Glb 1 300 300
11.20 Mantenimiento de la infraestructura de riego 3300.00
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
Materiales e insumosAlimentos Glb 1 100.00 100.00Herramientas 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
Materiales e insumosAlimentos Glb 1 500.00 500.00Herramientas Glb 1 500.00 500.00
3.00 Mantenimiento de Compuertas 410.00
Mano de obraPeon Jornal 7 20.00 140.00Capataz Jornal 1 20.00 20.00Maquinaria y/ EquipoMovilidad Glb 1 50.00 50.00
Materiales e insumosAlimentos Glb 1 100.00 100.00Herramientas Glb 1 100.00 100.00
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
PARTIDA DESCRIPCION UNIDAD CANTIDAD
11.1 Operación de la Infraestructura de Riego 2184
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
11.2 Mantenimiento de la infraestructura de riego 2485.00
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
3.00 Mantenimiento de Compuertas 803.20
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
PARTIDA DESCRIPCION UNIDAD CANTIDAD
11.1 Operación de la Infraestructura de Riego 2892
Personal para la distribucion del aguaTomero Mes 12 0.90 126 1512Alimenacion Glb 1 0.92 1104 1104Pasajes Glb 1 0.92 276 276
11.2 Mantenimiento de la infraestructura de riego 2521.00
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
Materiales e insumosAlimentos Glb 1 0.92 92.00 92Herramientas 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
Materiales e insumosAlimentos Glb 1 0.92 460.00 460Herramientas Glb 1 0.92 460.00 460
3.00 Mantenimiento de Compuertas 305.40
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
Materiales e insumosAlimentos Glb 1 0.92 92.00 92Herramientas Glb 1 0.92 92.00 92
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