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PROYECTO DE IRRIGACIONES "CONSTRUCCION DE RIEGO TECNIFICADO CULTIVOS % Area (ha) JUL ha/mes KC*ha AGO CITRICOS 18.7 14 1.00 14.00 14.00 0.20 CAFÉ 25.3 19 0.90 19.00 17.10 1.00 PAPAYA 9.3 7 1.00 7.00 7.00 0.81 PIÑA 9.3 7 0.87 7.00 6.09 1.00 PLATANO 6.7 5 0.32 5.00 1.60 0.81 PALTO 4.1 3 1.00 3.00 3.00 0.32 CACAO 13.3 10 0.87 10.00 8.70 1.00 PEPINO 6.7 5 1.00 5.00 5.00 1.00 TOMATE 6.7 5 - TOTAL 100 75 AREA CULTIVADA MENSUAL 70.00 70.00 KC PONDERADO 0.89 0.78 ETP mm ETR mm 16.66 18.42 PE 75% mm 1.35 1.88 CONSUMO TEORICO (mm) 15.31 16.54 DEMANDA UNITARIA NETA (m3/ha) EFICIENCIA DE RIEGO (%) 32.50 32.50 DEMANDA BRUTA DE AGUA (mm/ha) 47.11 50.89 N° DIAS/MES 31.00 31.00 N° DE HORAS SOL 24.00 24.00 MODULO DE RIEGO (L/S/ha) 0.18 0.19 CAUDAL A CAPTAR (Q=L/S) 27.09 29.26 DISEÑO DE BOCATOMA Unidad Unidad 362.420 l/s 0.362 36.242 l/s 0.036 0.000 pies 0.000 m 0.000 pies 0.000 m m 3 /s m 3 /s

Cedula Cultivo y Diseño Bocatoma

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calculo de cédula de cultivo en excel

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CEDULA DE CULTIVOPROYECTO DE IRRIGACIONES "CONSTRUCCION DE RIEGO TECNIFICADO EN EL SECTOR DE DUCHICELA-KITENI DISTRITO DE ECHARATE-LA CONVENCION-CUSCO"CULTIVOS%Area (ha)VALORES DE KCMESESJULha/mesKC*haAGOha/mesKC*haSETha/mesKC*haOCTha/mesKC*haNOVha/mesKC*haDICha/mesKC*haENEha/mesKC*haFEBha/mesKC*haMARha/mesKC*haABRha/mesKC*haMAYha/mesKC*haJUNha/mesKC*haCITRICOS18.7141.0014.0014.000.2014.002.800.5414.007.560.7914.0011.060.9414.0013.160.9914.0013.861.0014.0014.000.9414.0013.160.7614.0010.640.3214.004.480.792.802.210.792.802.21CAF25.3190.9019.0017.101.0019.0019.000.2019.003.800.5419.0010.260.7919.0015.010.9419.0017.860.9919.0018.811.0019.0019.000.9419.0017.860.7619.0014.440.3219.006.080.8719.0016.53PAPAYA9.371.007.007.000.817.005.670.817.005.670.207.001.400.547.003.780.797.005.530.947.006.580.997.006.931.007.007.000.947.006.580.765.674.310.325.671.81PIA9.370.877.006.091.007.007.000.817.005.671.007.007.000.227.001.540.597.004.130.797.005.530.947.006.580.997.006.931.007.007.000.947.006.581.007.007.00PLATANO6.750.325.001.600.815.004.050.985.004.900.875.004.350.385.001.900.385.001.901.005.005.001.005.005.001.005.005.001.005.005.001.004.054.050.874.053.52PALTO4.131.003.003.000.323.000.960.813.002.430.983.002.940.873.002.610.383.001.140.873.002.610.873.002.610.873.002.610.873.002.610.870.960.840.930.960.89CACAO13.3100.8710.008.701.0010.0010.000.3210.003.200.8110.008.100.9810.009.800.8710.008.700.9310.009.300.9310.009.300.9310.009.300.9310.009.300.9310.009.300.8710.008.70PEPINO6.751.005.005.001.005.005.001.005.005.001.005.005.001.005.005.001.005.005.000.000.000.000.000.000.000.000.000.000.005.000.00TOMATE6.75-0.005.000.005.000.005.000.005.000.000.595.002.950.485.002.400.595.002.950.535.002.650.235.001.150.535.002.65

TOTAL10075AREA CULTIVADA MENSUAL70.0070.0075.0075.0075.0075.0070.0070.0070.0070.0054.4859.48KC PONDERADO0.890.780.510.670.700.770.930.930.890.740.630.73ETP mmETR mm16.6618.4219.5421.4521.3519.7118.5517.3418.9518.5717.8015.80PE 75% mm1.351.883.682.338.0315.8924.1513.804.951.350.150.08CONSUMO TEORICO (mm)15.3116.5415.8619.1213.323.82-5.603.5414.0017.2217.6515.72DEMANDA UNITARIA NETA (m3/ha) EFICIENCIA DE RIEGO (%) 32.5032.5032.5032.5032.5032.5032.5032.5032.5032.5032.5032.50DEMANDA BRUTA DE AGUA (mm/ha)47.1150.8948.8058.8340.9811.75-17.2310.8943.0852.9854.3148.37N DIAS/MES31.0031.0030.0031.0030.0031.0031.0028.0031.0030.0031.0030.00N DE HORAS SOL24.0024.0024.0024.0024.0024.0024.0024.0024.0024.0024.0024.00MODULO DE RIEGO (L/S/ha)0.180.190.190.220.160.04-0.060.050.160.200.200.19CAUDAL A CAPTAR (Q=L/S)27.0929.2631.0636.2426.097.24-9.916.9324.7731.4824.3024.42\ El Cudal a captar es=36.24L/S

DISEO DE BOCATOMA

UnidadUnidadQ rio =362.420l/s0.362m3/sQ cedula =36.242l/s0.036m3/sd1 =0.000pies0.000md2 =0.000pies0.000mB =0.000pies0.000mCota Aguas Arriba =0.000pies0.000mCotas Aguas Abajo = 1.000pies0.305mLongitud entre cotas = 1.000pies0.305mVelocidad =1.000m/s1.000m/sg =1.000m/s21.000m/s2n =1.0001.000h =1.000pies0.305m

DISEO DE BOCATOMA

DATOSQ rio0.325m/sCaudal total rioQ cedula0.185m/sCaudal cedula cultivod1 =0.359664m Tirante agus arribad2 =0.384048mTirante agus abajoB =12.5mAncho del roCota Aguas arriba3125.86mCota Aguas abajo3121.63mLongitud entre cotas66.4464mVelocidad1.32m/sg =9.81m/sn =0.018CALCULO REMANSO METODO DIRECTOA14.4958A24.8006R10.3401R20.3618J10.0012J20.0010J0.0002e10.4485e20.4729e0.0244Io0.0637J0.0011L0.3898m

CALCULO REMANSO METODO APROXIMADO

L0.7660657294m

CALCULO DE Q NETO A ELIMINARQeliminar0.14

H0.35CALCULO LOGITUD BARAJE

L0.3965777588mSE RECOMIENDA L >= 2B/3L8.3333333333m

CALCULO ALTURA H SOBRE EL BARAJE

c2.21Hd0.0386614382m

VERTEDEROc0.15h0.35L5.9563252238m

CALCULO DE AZUD

ho0.6mh0.35mCc3122.78mHazud1.15m

CALCULO LONGITUD DEL COLCHON

d10.15mV110.7224885171m/sd10.0015668005mV110.5858160113m/sd10.0015870293m

d10.1m

d20.1896214502mcomprobando

r0.3mdn0.359664md20.659664m

d20.5736208696mL = (5 a 6) x (d2-d1 ) (Schoklitsch)L2.8417252174mL = 6 d1. F1, siendoF1 = V1 / (g x d )1/2 (Safranez) L6.4127024352mL = 4 d2 (U.S. Bureau)L2.2944834783mL promedio3m

Hoja3