Cal. taza crec. intercensal

Formula Base :nPt=Po ( 1+R )

CALCULO DE LA TASA DE CRECIMIENTO INTERCENSAL DISTRITO SALITRALINGRESAR DATOS ESTADISTICOSPROCESO MATEMATICO

DATOSPOBLACIONCENSO AON AOSRESULTADOPoPoblacion en el ao base.25,39120051.065R es igual aRTasa de crecimiento intercensal ?1.0161.001.60%nNumero de aos entre el ao base y el ao "n".4.000.25PtPoblacion en el ao.27,0542009

149,261.0035,908.00

MarcavelicaAOPOBLACION200525,391200927,054TC(%)1.60

Eficiencia CanalPROYECTO: MEJORAMIENTO CANAL 8iDETERMINACION DE LA EFICIENCIA DE CONDUCCION Y DE INFILTRACION POR TRAMOSITUACION SIN PROYECTO

PUNTO UBICACINAFOROPermetroVariacinPermetroLongitudArea MojaInfiltracinEficienciaObservacinCONTROLProgm(M3/S)MojadoCaudal(m3/s)Medio (m)(m)(m2)lt/m2/da(%)PC00000+0.001.6005.530.0000.000.000.000.00100%1.0000PC10500+500.001.2525.800.3485.67500.002,832.5010,615.0878%Canal en tierra0.7825PC21200+700.000.7854.160.4674.98700.003,486.0011,574.5363%Canal en tierra0.4906PC31800+600.000.4151.330.3702.75600.001,647.0019,409.8453%Canal en tierra0.2594PC42200+400.000.3251.450.0901.39400.00556.0013,985.6178%Canal en tierra0.2031

20.31%220055585.0568.03%

Eficiencia de Canal (Ec) =68.03%Eficiencia de Aplicacin (Ea) =72.00%*Eficiencia de Uso (Eu) =90.00%**Eficiencia de conduccin del sistena en %: (Ec x Ea x Eu) =44.08%* Estudios realizados por Israelsen (Irrigation Principles and Practices. Jhon Wiley and Sons, Inc. New York.) obtiene valores muy variables entre 3% y 93%)

** El Volumen de agua que se evapora del suelo es muy pequeo de tal manera que los valores de Eu son altos, generalmente mayores de 90%DETERMINACION DE LA EFICIENCIA DE CONDUCCION Y DE INFILTRACION POR TRAMOSITUACION CON PROYECTOPROYECTO: MEJORAMIENTO CANAL 8i

PUNTO UBICACINAFOROPermetroVariacinPermetroLongitudArea MojaInfiltracinEficienciaObservacinCONTROLProgm(M3/S)MojadoCaudal(m3/s)Medio (m)(m)(m2)lt/m2/da(%)PC00000+0.001.8002.880.0000.000.000.000.00100%1.0000PC10500+500.001.7802.670.0202.78500.001,387.501,245.4199%Canal Rev.0.9889PC21200+700.001.7302.430.0502.55700.001,785.002,420.1797%Canal Rev.0.9611PC31800+600.001.6502.430.0802.43600.001,458.004,740.7495%Canal Rev.0.9167PC42200+400.001.5502.430.1002.43400.00972.008,888.8994%Canal Rev.0.8611

86.11%0.250220017295.2096.35%Eficiencia de Canal (Ec) =96.35%Eficiencia de Aplicacin (Ea) =70.00%Mejorado con la capacitacinEficiencia de Uso (Eu) =90.00%Eficiencia de conduccin del sistena en %: (Ec x Ea x Eu) =60.70%

KcEn sta Hoja se definen los meses de siembra cosecha y valores de Kc por cultivo (Ene-Jul=C.Grande; Ago-Dic=C. Chica)

COEFICIENTES DE CULTIVO (Kc)Fase InicialF. CrecimientoF. IntermediaF. Final

CultivoEneFebMarAbrMayJunJulAgoSepOctNovDicAlfalfa0.400.400.900.850.400.400.900.850.400.400.900.85Algodn0.350.351.201.200.650.50Palto0.750.750.750.600.600.600.850.850.850.85Ajo0.700.701.000.70Alcahofa0.500.500.501.001.001.001.001.001.001.001.000.95Apio0.700.701.050.95Arroz1.051.051.201.200.901.051.051.201.200.90Arveja0.400.401.050.60Banano 1er ao1.101.101.101.101.000.500.500.500.500.500.500.50Banano 2do ao1.201.201.201.201.101.001.001.001.001.001.001.00Camote0.500.501.150.650.500.501.150.65Berenjena0.600.601.050.90Beterraga0.500.501.050.95Caa de Azucar 1er ao0.400.400.400.400.400.400.400.400.401.201.151.15Caa de Azucar 2do ao0.400.400.401.251.251.251.251.251.251.250.75Cantalupo (meln)0.500.500.850.60Cebada0.300.301.150.25Cebolla seca0.700.701.050.750.700.701.050.75Cebolla verde0.700.701.001.000.700.701.001.00Cebolla semilla0.700.701.050.80Citricos 20% cobertura0.850.850.850.850.850.850.850.850.850.850.850.85Citricos 50% cobertura0.800.800.800.800.800.800.800.800.800.800.800.80Citricos 70% cobertura0.750.750.750.750.750.750.750.750.750.750.750.75Col o Repollo0.700.701.050.950.700.701.050.95Coliflor0.700.701.050.950.700.701.050.95Esparragos0.900.900.900.900.200.150.150.150.150.900.900.90Espinaca0.700.700.900.850.700.700.900.85Fresa0.400.400.850.70Frijol (Judias) verdes0.500.501.050.900.500.501.050.900.500.501.050.90Frijol (seco) legumbres0.400.401.151.150.350.400.401.150.35Garbanzo0.400.401.000.350.400.401.000.35Girasol0.350.351.150.350.350.351.150.350.350.351.150.35Guisante0.500.501.151.10Haba0.500.501.151.100.500.501.151.10Kiwi0.400.401.051.05Lechuga0.700.701.000.950.700.701.000.95Lenteja0.400.401.100.30Maiz, maiz dulce0.300.301.151.050.300.301.151.05Mango0.900.900.900.900.900.900.900.900.900.900.900.90Mani0.400.400.401.050.40Manzano Cerezo Pero0.500.500.501.201.201.200.95Meln0.500.501.050.75Nabo0.500.501.100.950.500.501.100.950.500.501.100.95Olivo0.650.650.700.70Palmera1.001.001.000.950.950.950.950.950.951.001.00Palmera datilera0.900.900.950.95Papa0.500.501.050.75Pasto Sudan0.850.500.500.900.850.500.500.900.850.500.500.90Pepino0.600.601.000.75Pimiento0.600.601.050.90Pia (suelo desnudo)0.500.500.500.500.500.500.300.300.300.300.300.30Rbano0.700.700.900.85Remolacha Azucarera0.350.351.201.200.700.70Ricino0.350.351.151.150.550.55Sanda0.400.401.000.75Soya0.450.451.050.450.450.451.050.45Sorgo0.300.301.100.550.300.301.100.55Tabaco0.500.501.200.80Tomate0.600.601.151.150.90Trebol Alejandrino0.400.400.900.85Trigo (primavera)0.300.301.150.40Trigo de invierno0.700.701.150.40Uva (vino)0.700.700.700.700.450.450.450.300.300.30Uva (mesa)0.850.850.850.850.450.450.300.300.30Yuca 1er ao0.800.800.800.300.300.300.300.30Yuca 2 do ao0.300.300.300.301.101.101.101.100.500.300.300.30Zanahoria0.700.701.050.95Tomado de SIMIS Software de la FAO Versin 1.0 para WindowsAutores: Juan A Sagardoy; Gianni Pastore; Isao Yamashita; Ignacio Lopez Cortijo

Precipitacion Mensual okPROYECTO CHIRA-PIURADIVISION DE HIDROMETEREOLOGIAESTACION : MALLARESLAT.: 0451' LONG.: 8043' ALT.: 80.00 MSNMPARAMETRO CLIMATICO: PRECIPITACION TOTAL MENSUAL (mm)AOENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICTOTAL19720.00.2151.518.01.60.10.00.00.40.00.07.6179.41.0197350.317.329.85.70.00.00.00.00.70.20.31.0105.32.019742.37.60.90.60.30.40.00.01.42.70.80.017.03.019752.74.332.10.90.10.50.03.50.10.40.60.045.24.0197624.699.73.14.96.70.00.00.00.00.00.00.0139.05.019771.043.59.85.01.10.20.00.00.80.00.00.061.46.019780.00.241.10.41.21.50.00.00.00.00.00.044.47.019792.40.25.21.50.60.00.00.01.00.00.00.211.18.019800.00.017.229.00.00.00.00.00.00.00.00.046.29.019810.04.119.90.91.00.00.00.00.00.00.00.025.910.019820.00.60.01.11.60.00.00.01.12.62.322.732.011.01983321.0218.2500.0608.7460.8234.14.00.00.05.40.23.12355.512.019841.561.311.412.70.00.20.73.20.90.30.60.092.813.019850.30.05.10.23.20.00.01.30.00.70.01.812.614.019862.37.712.62.00.00.00.10.00.00.80.125.615.019879.6184.092.233.40.00.00.30.00.00.90.70.0321.116.019889.62.41.420.20.10.00.00.01.80.01.70.037.217.019899.563.30.00.70.00.00.44.30.00.078.218.019900.10.91.41.11.20.10.00.00.01.32.14.312.519.019913.35.926.90.20.00.20.00.00.00.00.24.941.620.019928.842.5202.4230.84.21.40.00.00.00.3490.421.019930.00.00.00.00.00.10.00.122.019941.29.70.01.10.70.00.00.00.30.00.06.519.523.019950.02.11.87.20.00.00.00.00.00.01.20.012.324.019960.00.01.30.00.00.10.01.425.0199711.525.013.90.00.00.00.00.08.418.0199.3276.126.01998548.0434.6681.460.634.12.70.10.00.01.41.00.31764.227.019998.0130.811.217.54.62.00.00.00.22.20.05.4181.928.020001.812.68.339.221.30.80.00.00.00.00.017.0101.029.020017.95.8238.135.40.00.00.00.00.30.00.04.2291.730.020020.15.0103.0131.20.00.00.00.00.02.52.71.3245.831.020034.813.22.00.00.02.00.30.00.00.01.68.632.532.020047.51.71.14.80.00.00.00.00.01.30.07.624.033.020050.00.023.40.30.10.50.00.00.00.00.00.024.334.0

MAX548.0434.6681.4608.7460.8234.14.03.51.88.418.0199.32355.5MED32.142.172.540.616.67.30.20.20.31.11.19.0210.3MIN0.00.00.00.00.00.00.00.00.00.00.00.00.1159.6738.11066.6629.851.610.71.38.19.427.833.6292.83029.430.031.030.030.030.030.030.030.030.030.030.030.030.0Sin Nio5.323.835.621.01.70.40.00.30.30.91.19.8101.0Sin Nio5.323.836.821.01.70.30.00.30.30.91.19.294.7Fuente: Proyecto Especial Chira - Piura5.323.836.821.01.70.30.00.30.30.91.19.2101.0

Eto - Penman ModifMETODO PENMAN MODIFICADO

EVAPOTRANSPIRACION POTENCIAL DE REFERENCIA. METODO PENMAN MONTEIH (mm/mes)EVAPOTRANSPIRACION POTENCIAL METODO PENMAN MODIFICADOMesEneFebMarAbrMayJunJulAgoSepOctNovDicDias312831303130313130313031AOEneFebMarAbrMayJunJulAgoSepOctNovDicmm6.146.026.145.584.944.254.555.095.535.945.775.8719966.73793502947.08894571256.40327299416.35145827405.69185853804.64239153294.85722942685.48246177535.56909903216.27402137775.64485382086.0277619208mm/mes190.47168.53190.47167.32153.04127.65140.94157.90165.84184.16173.17182.0219976.23042863076.66252679206.70944519575.65241056605.32594907474.01603073794.60850044624.78626996875.44957653525.81161539785.25123306914.6701228388Fuente: PECHP19985.16372369504.90636531205.78051011585.48820701274.55159724424.16371286004.97870336845.01455376345.53744773785.52586734396.41573502756.282975038319996.80950886225.34073572826.31559249305.77184335984.88001765594.27879734664.53639740065.40852937725.65050550656.55941359745.98997013876.123196174320005.89259438326.06856805205.96677833975.68863801634.72852771973.46011476034.04632786974.78912052545.45651722576.17064895615.65805618595.6994081859PRECIPITACION EFECTIVA (mm/mes)20016.04969771976.30648710905.54631611625.54410730964.24025276443.45218227314.12772904904.90682933215.38951051815.62113288745.55799171655.8935467186MesEneFebMarAbrMayJunJulAgoSepOctNovDic20026.95704639975.94095929535.66526086244.99521459644.72815375385.02262967704.17936712715.02395140225.45983609755.80602511265.86923296816.0605346042Dias31283130313031313031303120034.92423597895.52450741996.10554587926.02946038385.25223532324.84141505844.91384558465.18708737125.53797159375.87882049655.70110287325.9900250198mm/mes5.323.836.821.01.70.30.00.30.30.91.19.220046.53324303246.33024696086.80506880624.67555631995.03211099804.41771823354.66883208755.24441628295.70190165725.81881256595.86324234576.0958653238Fuente: PECHPPROMEDIO6.14426819246.01881582026.14419897805.57743287094.93674478584.25499916444.54632581785.09369108875.52804065605.94070641505.77237979395.8714928694

Elaboracin con datos climaticos de los aos 1996 - 2004 - Estacion Mallares5.323.836.8211.70.300.30.30.91.19.2

-0.0-0.00.00.00.0-0.0-0.00.00.00.00.00.0

Calculo ETP-ETOMETODO DE HARGRAVES - EN BASE A LA TEMPERATURA

CUADRO DE INFROMACION METEOROLOGICA

FUENTE:SERVICIO NACIONAL DE METEREOLOGIA E HIDROLOGIA

INFORMACION GEOGRAFICA :

LATITUD :04
WILLIAM FREDY FLORES ALEJO: Grados: 51
WILLIAM FREDY FLORES ALEJO: Minutos: '53 '
WILLIAM FREDY FLORES ALEJO: Segundos: "SUR

LONGITUD :80
WILLIAM FREDY FLORES ALEJO: Grados: 43
WILLIAM FREDY FLORES ALEJO: Minutos: '53 '
WILLIAM FREDY FLORES ALEJO: Segundos: "OESTE

ALTITUD :45
WILLIAM FREDY FLORES ALEJO: Altitud hasta80
WILLIAM FREDY FLORES ALEJO: Altitud m.s.n.m.

INFORMACION METEREOLOGICA :

ENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICTemperaturaMaxima C26.4327.6027.7128.5823.7821.8021.4921.1713.7321.1722.1923.77Minima C25.8827.0427.1227.8223.2121.2720.9720.6413.3520.6121.6223.17Media C26.1527.3227.4128.2023.4921.5421.2320.9013.5420.8921.9023.47

Precipitacion (mm)0.050.140.010.000.000.000.000.000.000.000.000.00Humedad Relativa %62.9362.8762.6657.5967.3970.0568.9369.2146.4669.9069.1466.01Veloc. Viento (m/s)0.010.010.010.010.010.010.010.020.010.010.010.01Horas de Sol (horas)8.3010.0311.5511.559.437.657.728.066.218.799.098.67

CALCULO DE LA EVAPOTRANSPIRACION POTENCIAL ETP

METODO DE HARGRAVES - EN BASE A LA TEMPERATURA

LATITUD ABSOLUTA :5.00Para usar la tabla de Factor de LatitudALTITUD PROMEDIO :63Para la Correccion por Altitud

ENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICNumero del Mes :123456789101112Factor de Latitud MF2.385
WILLIAM FREDY FLORES ALEJO: Factor Mensual deLatitud MFVer TABLA 01 (TB 01)2.1722.3622.1512.051.8881.9952.152.242.3962.3182.372Temp. Media en F TMF79.0881.1881.3582.7674.2970.7670.2169.6356.3769.6071.4374.24Fact. Correc. Humed. CH1.0001.0001.0001.0000.9480.9090.9250.9211.0000.9110.9220.968Fact. Correc. Altitud CE1.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.0011.001

ETP (mm/mes)188.8176.5192.4178.2144.5121.5129.8138.1126.4152.1152.9170.6

ETP (mm/dia)6.096.306.215.944.664.054.194.454.214.915.105.50

ETP maxima =6.30mm/dia

EVAPOTRANSPIRACION POTENCIAL METODO PENMAN MODIFICADOeto mallaresAOEneFebMarAbrMayJunJulAgoSepOctNovDic19966.747.096.406.355.694.644.865.485.576.275.646.0319976.236.666.715.655.334.024.614.795.455.815.254.6719985.164.915.785.494.554.164.985.015.545.536.426.2819996.815.346.325.774.884.284.545.415.656.565.996.1220005.896.075.975.694.733.464.054.795.466.175.665.7020016.056.315.555.544.243.454.134.915.395.625.565.8920026.965.945.675.004.735.024.185.025.465.815.876.0620034.925.526.116.035.254.844.915.195.545.885.705.9920046.536.336.814.685.034.424.675.245.705.825.866.10PROMEDIO6.146.026.145.584.944.254.555.095.535.945.775.87ETP maxima =6.14mm/diaEtoEneroFeb.MarzoAbril MayoJunioJulioAgost.Set.Oct.Nov.Dic. mm/da4.114.755.134.763.542.892.933.282.523.863.973.94mm/mes127.41133159.03142.8109.7486.790.83101.6875.6119.66119.1122.14m3/mes/ha127413301590142810978679081017756119711911221

ETP maxima =5.13mm/diaFuente: Estacin Metereologica:Mallares/cropwat

Kc1

DETERMINACION DEL Kc DE LOS CULTIVOSDETERMINACION DE LA LAMINA DE REPOSICION DE LOS CULTIVOS

"Kc" PARA EL CULTIVO:CB1CALCULO DE LA LAMINA NETA SEGN COEFICIENTES HIDRICOS

ETP en el mes Inicial o de Ciembra:ETP =3.98mm/dia"Ln" PARA EL CULTIVO:CB1Ln =3.96cmPara un Intervalo de riego inicial de:7.00diasOk!Kc =0.52para la etapa inicialProfundidad Raiz PR : ALFALFAPR =0.90hasta1.50mvalores de calculo y busqueda34.00PR =1.20mPromedio

Humedad. Relativa Minima HR %:HR =46.46%Agotamiento de la HFU:ALFALFAHFU =0.55Velocidad del Viento Promedio Vv:Vv =0.02m/segvalores de calculo y busqueda33

Etapas Periodo Vegetat.InicialDesar.MedioFinalTotalDuracion (dias)30405030150Kc0.52--------1.101.10--------DATOS DE SUELO Estratos del SueloC.C.P.M.DaPRLn CURVA Kc DEL CULTIVO:ALFALFA(%)(%) (gr/cm3)(cm)(cm)0-30cm22101.00301.98InicialInicialMedioMedioFinal30-60cm22101.00301.9812345LAMINA NETA (cm) Ln (cm) =3.960.520.521.101.101.10

Kc2

DETERMINACION DEL Kc DE LOS CULTIVOSDETERMINACION DE LA LAMINA DE REPOSICION DE LOS CULTIVOS

"Kc" PARA EL CULTIVO:CB42CALCULO DE LA LAMINA NETA SEGN COEFICIENTES HIDRICOS

ETP en el mes Inicial o de Ciembra:ETP =3.98mm/dia"Ln" PARA EL CULTIVO:CB42Ln =3.24cmPara un Intervalo de riego inicial de:7.00diasOk!Kc =0.52para la etapa inicialProfundidad Raiz PR : HABASPR =0.50hasta0.70mvalores de calculo y busqueda34.00PR =0.60mPromedio

Humedad. Relativa Minima HR %:HR =46.46%Agotamiento de la HFU:HABASHFU =0.45Velocidad del Viento Promedio Vv:Vv =0.02m/segvalores de calculo y busqueda33

Etapas Periodo Vegetat.InicialDesar.MedioFinalTotalDuracion (dias)25304025120Kc0.52--------0.950.85--------DATOS DE SUELO Estratos del SueloC.C.P.M.DaPRLn CURVA Kc DEL CULTIVO:HABAS(%)(%) (gr/cm3)(cm)(cm)0-30cm22101.00301.62InicialInicialMedioMedioFinal30-60cm22101.00301.6212345LAMINA NETA (cm) Ln (cm) =3.240.520.520.950.950.85

Kc3

DETERMINACION DEL Kc DE LOS CULTIVOSDETERMINACION DE LA LAMINA DE REPOSICION DE LOS CULTIVOS

"Kc" PARA EL CULTIVO:CB27CALCULO DE LA LAMINA NETA SEGN COEFICIENTES HIDRICOS

ETP en el mes Inicial o de Ciembra:ETP =3.98mm/dia"Ln" PARA EL CULTIVO:CB27Ln =1.50cmPara un Intervalo de riego inicial de:7.00diasOk!Kc =0.52para la etapa inicialProfundidad Raiz PR : PAPAPR =0.40hasta0.60mvalores de calculo y busqueda34.00PR =0.50mPromedio

Humedad. Relativa Minima HR %:HR =46.46%Agotamiento de la HFU:PAPAHFU =0.25Velocidad del Viento Promedio Vv:Vv =0.02m/segvalores de calculo y busqueda33

Etapas Periodo Vegetat.InicialDesar.MedioFinalTotalDuracion (dias)30405030150Kc0.52--------1.050.75--------DATOS DE SUELO Estratos del SueloC.C.P.M.DaPRLn CURVA Kc DEL CULTIVO:PAPA(%)(%) (gr/cm3)(cm)(cm)0-30cm22101.00300.90InicialInicialMedioMedioFinal30-50cm22101.00200.6012345LAMINA NETA (cm) Ln (cm) =1.500.520.521.051.050.75

Kc Pond.Diseo de Riego por Aspercion - ERFADETERMINACION DEL COEFICIENTE Kc PONDERADO

PROGRAMACION DE LA CAMPAA AGRICOLA - CEDULA DE CULTIVO

CULTIVO% AreaENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICHasCULTIVOALFALFAxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx%Area Cultivada0.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.350%Area CultivadaHABASxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx%Area Cultivada0.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.350%Area CultivadaPAPAxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx%Area Cultivada0.3000.3000.3000.3000.3000.3000.3000.3000.3000.3000.3000.300%Area Cultivada

TOTAL1.001.000.650.650.701.001.001.000.650.650.701.001.001.00TOTAL

CALCULO DEL Kc PONDERADO DE LA CEDULA DE CULTIVO

CULTIVOHasENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICHasCULTIVO ROTACIONALFALFA1.000.850.520.751.001.000.850.520.761.00AREA Area Cultivada0.350.350.350.000.350.350.350.350.350.000.350.350.350.35Area CultivadaHABAS0.800.520.740.950.850.800.520.740.950.85AREA Area Cultivada0.350.350.000.350.350.350.350.350.000.350.350.350.350.35Area CultivadaPAPA1.051.050.751.001.001.001.001.000.520.78AREA Area Cultivada0.300.300.300.300.000.300.300.300.300.300.000.300.300.30Area Cultivada

TOTAL1.001.000.650.650.701.001.001.000.650.650.701.001.001.00TOTAL

Kc Ponderado0.950.940.630.630.900.950.930.920.740.630.750.88Kc Ponderado

TB 01TABAL 01 (TB 01)FACTOR MENSUAL DE LATITUD MFPARA CALCULAR LA EVAPOTRANSPIRACION POTENCIALSEGN HARGRAVES

Lat. SurMESES DEL AO( )ENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDIC31283130313031313031303112.2882.1172.3542.1972.1371.9982.0912.2162.2562.3582.2342.26522.3712.1362.3572.1822.1081.9562.0502.1942.2512.3722.2632.30132.3532.1542.3602.1672.0791.9222.0262.1722.2462.3862.2902.33742.3852.1722.3622.1512.0501.8881.9952.1502.2402.3962.3182.37252.4162.1892.3632.1342.0201.8541.9602.1262.2312.4112.3452.40762.4472.0502.3632.1171.9801.8201.9702.1032.2262.4222.3712.44272.4702.2212.3632.0991.9591.7851.8932.0782.2182.2332.3972.47682.5082.2372.3622.0611.9271.7501.8582.0542.2102.4432.4232.51092.5382.2512.3602.0621.8961.7151.8242.0282.2012.4532.4482.544102.5672.2662.3572.0491.8641.6791.7892.0032.1912.4622.4732.577112.5962.2792.3542.0231.8521.6441.7541.9762.1802.4702.4972.610122.6252.2922.3502.0021.7991.6081.7191.9502.1692.4772.5202.643132.6522.3052.3451.9811.7671.8721.6481.9222.1572.4642.5432.675142.6802.3172.3402.9591.7331.5361.6481.8952.1442.4302.5662.706152.7072.3262.3342.9371.7001.5001.8121.8672.1312.4362.5832.738162.7342.3392.3171.9141.6661.4641.5761.8382.1712.5002.6102.769172.7602.3492.3191.8911.6321.4271.5401.8892.1032.5042.6312.799182.7852.3592.3111.8671.5981.3911.5041.7892.0682.5082.6512.830192.8112.3602.3021.8431.5641.3541.4671.7502.0722.5102.6712.859Fuente: El Riego - Absalon Vasques Villanueva - 2000

Prec

PRECIPITACIONES MEDIAS MENSUALES (mm/mes)PRECIPITACION AL 75% DE PROBABLILIDAD

AOENE.FEBMARABRMAYJUNJULAGOSEPOCTNOVDICmENE.FEBMARABRMAYJUNJULAGOSEPOCTNOVDICP=m*100/(n+1)1964688220627230021613812713262372701667551307210410613119531965173109100243062212474184222723720612349451836759112719351966106126123177500012376384320121018383291713277578126184819672773787291301762477167419218316483231011257372113177111968922378936125131257541278651911671517123109226272981671319691211499634021181613544061901511517022109205766971671619701647187401010043583519371831491406820881856619116418197110818349911020314646817314813865177717475885155211972170795013007843266216791721381255915571643578114824197315263164709008753613571017012612458155615435479144261974190925136030251836476311169125123581436143452781402919751272101041860001161261551216412411941142312344977133321976665810022522730294698131631201154014221130487411734197732151950302356427791141561151134013221029477011537197812123712465087034281311951515411111239121192942701083919791929943712039478571081615211111137121182639691074219801181251403170610759126851713310910836101182139689945198132610411583150022341064610718132104104369108193865984719821633511358110414391264819132991003491061837639750198310248243714103177548520127961003281061736629353198425167125391410018172113762112792963171041736579355198516966108166171703104292316422123889528710416315491581986183148151689092073188511523122829027600316305486611987191207828231018145727857241218189244003152948856319882277827012349000948593251217987213003142947856619891561201125927115152268842611878802130021428468468199012256492113450362652989927118757818200213284684711991123138138920511129144614828108737817200212264683741992132754760109721466451402910671711720021124467676199312748111581220111957911443010266511410011122456779199410111515140142001139651333110163501310011018356382199513312480141011171569673292584991000915265784199620181711720841310701773368564990000914265787199717211118383150016472870117346648477000051323488919981541119021810210309797353248436000041313469219991189610032410693879833627352400000110740952000132881194171062949489337252010000000752797

PROM.137.4107.4103.940.611.95.03.610.528.940.963.5107.4P 75%108.072.074.517.02.00.00.02.011.525.046.079.5

3262372701667551307210410613119522723720612349451836759112719320121018383291713277578126184192183164832310112573721131771911671517123109226272981671901511517022109205766971671831491406820881856619116417314813865177717475885155172138125591557164357811481701261245815561543547914416912512358143614345278140164124119411423123449771331631201154014221130487411715611511340132210294770115154111112391211929427010815211111137121182639691071331091083610118213968991321041043691081938659813299100349106183763971279610032810617366293127929631710417365793123889528710416315491122829027600316305486121818924400315294885121798721300314294785118788021300214284684118757818200213284684108737817200212264683106717117200211244676102665114100111224567101635013100110183563925849910009152657685649900009142657664847700005132348324843600004131346273524000001107402520100000007527

peDiseo de Riego por Aspercion - ERFACALCULO DE LA PRECIPITACION EFECTIVA (Metodo de Water Power)

Estimacion de la Precipitacion Efectiva

Calculos Realizados para allar la preciptacion EfectivaMetodo de Water PowerDatos de PresipitacinProsesamiento de Datos Metodo Water PowerResultadoPpAMIIPM%PeDistribucion de la Precipitacion EfectivaMESPrecp.AcumuladoIncremto de%Pe(mm/mes)Menor Inmed.Precip. MenorPrecp. Efect. (mm/mes)Ipp%PeAMIENE107.9783.001050.4584.33Incremento de% Precipitacin AcumuladoFEB72.0046.25550.8260.19Precipitac. (mm)EfectivaMenor Inmed.MAR74.5046.25550.8262.24500.00ABR17.000.0050.9511.4030950.00MAY2.000.0000.000.00559023.75JUN0.000.0000.000.00808246.25JUL0.000.0000.000.001056566.75AGO2.000.0000.000.001304583.00SEP11.500.0050.956.181552594.25OCT25.000.0050.9519.00> 1555100.50NOV46.0023.75300.9038.15DIC79.5046.25550.8266.34

Precipitacion Media Mencual al 75% deProbabilidadMESENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICPe (mm/mes)107.9772.0074.5017.002.000.000.002.0011.5025.0046.0079.50

Precipitacion Efectiva Estimada (Pe) - Water PowerMESENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICPe (mm/mes)84.3360.1962.2411.400.000.000.000.006.1819.0038.1566.34

Pe (mm/dia)2.722.152.010.380.000.000.000.000.210.611.272.14

Demanda

DEMANDA DE AGUA DEL PROYECTO Y BALANCE HIDRICO

ENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICETP (mm/dia)6.096.306.215.944.664.054.194.454.214.915.105.50Kc Ponderado0.950.940.630.630.900.950.930.920.740.630.750.88ETR (mm/dia) = ETP * Kc5.765.943.893.744.173.843.894.093.133.093.844.85PE (mm/dia)2.722.152.010.380.000.000.000.000.210.611.272.14LAMINA NETA (mm/dia) = ETR - PE3.043.791.883.364.173.843.894.092.922.482.572.71LAMINA BRUTA (mm/dia); ER = 75%4.345.422.684.805.965.485.565.854.173.543.683.87Mod. de Riego(l/seg/h)0.500.630.310.560.690.630.640.680.480.410.430.45Mod. de Riego(l/seg/h) - (08 horas)1.511.880.931.672.071.901.932.031.451.231.281.35Mod. de Riego(l/seg/h) - (10 horas)1.201.500.751.331.661.521.541.621.160.981.021.08Mod. de Riego(l/seg/h) - (12 horas)1.001.250.621.111.381.271.291.350.970.820.850.90

DiseoDISEO DEL SITEMA DE RIEGO POR ASPERSION

PROYECTO:SISTEMA DE RIEGO PRESURIZADO CCOPAAGENCIA:AGENCIA CARABAYAEVALUADOR:

AInformacion Requerida:

Evaptranspiracion PotencialETP =3.98mm/dia

Coeficiente del cultivoKc =0.90Maximo

Evaptranspiracion RealETR =3.58mm/dia

Velocidad del Viento Vv =2.00m / s

Velocidad de Infiltracion Basica Ib =13.0mm/h

Cultivo ProyectadoSEGN CEDULA DE CULTIVO

Jornal, horas de trabajoJ =10horas/dia

Eficiencia de RiegoEr =75%

Caudal DisponibleQd =16lt / seg

BCalculos de Demanda Hidrica

1.-Lamina neta ( Ln ):Ln =39.6mm

CULTIVOLAMINA REQUERIDAALFALFALn =3.96cmPAPALn =1.50cmHABASLn =3.24cmLAMINA NETA MAX.Ln =3.96cm

2.-Lamina Real o Bruta ( Lr ): Lr = ( Ln/Er )Lr =52.80mm

Lamina neta ( Ln ):Ln =3.96mmEficiencia de RiegoEr =75%

3.-Intervalo de riego ( IR ):IR = Ln / ETRIR =11.0Dias

Evaptranspiracion RealETR =3.58mm/diaLamina neta ( Ln )Ln =39.60mmIR =11.06Dias

4.-Taza de aplicacin:Ta = Lr / JTa =5.280mm/h

Lamina RealLr =52.80mm5.28cmTiempo de trabajoJ =10.00horas/dia

5.-Caudal para Seleccin de Aspersor:qa = (Ea*El*Ta)qa =0.21lt / seg3600qa =0.76m3 / hTaza de aplicacin:Ta =5.28mm/h

CCaracteristicas Hidraulicas de los Aspersoers

Especificaciones de Diseode los Aspersores Marca :NAAN427

Diametro de boquillas del Asprsorf =4.0mmNEGROEspasiamento de Aspersores Ea Ea =12.0mEspasiamento de Laterales ElEl =12.0mPluviometria del Aspersor Pp Pp =4.2mm / hPresion de trabajo en Atm.Po =1.00AtmCaudal del aspersor qaqa =0.60m3 /h0.167lt / segDiamt. Alcance de ChorroD =22.0m

DCalculos de Disposicin de Tuverias y Aspersores

1.-Conprovacion del Espaciamiento:E =12.00m

Valores de E segn VvVelocidad del Viento Vv =2.00m / sVv (m/s)EspaciamientoDiamt. Alcance de ChorroD =22.0m< 20.60x DEa =13.20m2 a 3.50.50x DEa =12.00mOK!3.5 a 4.50.45x D> 4.50.40x DEn este caso:E =0.60x D

2.-Obtencion de la Pluviometria Real:Pp =qa * 1000Pp =4.17mm / hEa * ElCaudal del aspersor qaqa =0.6m3 /h0.17lt / segEspasiamento de Aspersores Ea Ea =12.0mEspasiamento de Laterales ElEl =12.0m

Comprocvacion de la Pluviometria:Pp < Ib

Pluviometria del Aspersor Pp Pp hf2.0>1.95OK!mOK!m

3.-Camara de Carga:En este caso el sistema de riego esta proyectado para funcionar a caudal disponible es decir no requiere reservorio pero si cmara de carga.Por consiguiente las dimensiones mnimas de la cmara de carga son:

Volume de AguaVolumen =2.00m3Largo de la CamaraLargo =1.20mAncho de la CamaraAncho =1.20mAltura de la CamaraAltura =1.50m

PRESIONESCALCULO DE PRESIONES DEL SISTEMA

1.- PROYECTO:SISTEMA DE RIEGO PRESURIZADO CCOPA
WILLIAM FREDY FLORES ALEJO: Saludos Estimado Usuario de parte de WILLIAM FLORES ALEJO, la presente Hoja de calculo tiene limitaciones, si encontrace percances y dificultades comunicate al Telefono Celular : 9 - 96-5077Buenna Suerte !!!2.- ENTIDAD:MUNICIPALIDAD DISTRITAL DE CARABAYA

A.-VOLUMEN DEL RESERVORIO o CAMARA DE CARGA (M3)V. Cc =5.00m3

B.-VALOR DE " C " DE ACUERDO AL TIPO DE MATERIAL DE LA TUBERIAC=150
WILLIAM FREDY FLORES ALEJO: Valores de " C "Material ValorFierro Fundido 100Fierro Galvanizado 100Concreto 110Acero 120Asbesto Cemento 140PVC 150

C.-PRESION MINIMA REQUERIDA EN EL HIDRANTEPlm =12.8m

CARACTERSTICAS HIDRULICAS - TUBERAS A PRESINC=150
WILLIAM FREDY FLORES ALEJO: Valores de " C "Material ValorFierro Fundido 100Fierro Galvanizado 100Concreto 110Acero 120Asbesto Cemento 140PVC 150

L N E A D E C O N D U C C I O NELEMENTOCLASE DE TUBERIANIVEL DINAMICOLONG. (KM)CAUDAL (lps)PENDIENTE (/oo)DIMETROVELOCIDAD (m/s)Hf (m) H PIEZOM.PRESIN (mca)CALCULADO (mm)
WILLIAM FREDY FLORES ALEJO: DIAMETROS Pulg. mm. Nom. Ext. 4" 114.0 3" 88.5 2" 60.0 11/2" 48.011/4" 42.0 1" 33.0 3/4" 26.5 1/2" 21.0NOMINAL "
WILLIAM FREDY FLORES ALEJO: La Limitante de esta Hoja de Calculo es que los Diametros Nominales se Pueden Utilizar Hasta un Maximo de D = 4"INTERIOR (mm)
WILLIAM FREDY FLORES ALEJO: DIAMETROS Pulg. mm. Nom. Inter. 4" 106.0 3" 80.9 2" 54.4 11/2" 43.011/4" 38.0 1" 29.4 3/4" 22.9 1/2" 17.4

Captac. 033728.503728.50Cam. Reun.CL-7.53719.500.0243.290375.0034.53254.41.420.863727.648.14

caja Rep. 013711.003711.00Reserv. 01CL-7.53688.580.0567.030400.3645.47254.43.028.203702.8014.22

caja Rep. 023678.503678.50Reserv. 02CL-7.53662.600.0408.540397.5049.03254.43.678.403670.107.50

0.120Km

R E D D E D I S T R I B U C I N ELEMENTOCLASE DE TUBERIANIVEL DINAMICOLONG. (KM)CAUDAL (lps)PENDIENTE (/oo)DIMETROVELOCIDAD (m/s)Hf (m) H PIEZOM.PRESIN (mca)CALCULADO (mm)
WILLIAM FREDY FLORES ALEJO: DIAMETROS Pulg. mm. Nom. Ext. 4" 114.0 3" 88.5 2" 60.0 11/2" 48.011/4" 42.0 1" 33.0 3/4" 26.5 1/2" 21.0NOMINAL "
WILLIAM FREDY FLORES ALEJO: La Limitante de esta Hoja de Calculo es que los Diametros Nominales se Pueden Utilizar Hasta un Maximo de D = 4"INTERIOR (mm)
WILLIAM FREDY FLORES ALEJO: DIAMETROS Pulg. mm. Nom. Inter. 4" 106.0 3" 80.9 2" 54.4 11/2" 43.011/4" 38.0 1" 29.4 3/4" 22.9 1/2" 17.4

Reserv. 013688.583688.581.0CL-7.53682.000.0307.030219.2051.46254.43.024.393684.182.182.0CL-7.53651.000.0701.000474.0220.92254.40.430.283683.9032.903.0CL-7.53651.000.0621.000530.7020.44254.40.430.253683.6632.66H1CL-103647.000.0241.0001527.3816.45129.41.471.913681.7534.75H2CL-103641.000.0361.0001131.9117.50129.41.472.863678.8937.89H3CL-103641.000.0361.0001052.4017.76129.41.472.863676.0235.02

1.03682.003684.184.0CL-7.53656.000.1226.030230.9948.02254.42.5913.453670.7314.735.0CL-7.53653.000.0132.0101363.5821.96254.40.860.193670.5417.546.0CL-7.53651.000.0562.010348.9029.06254.40.860.813669.7318.737.0CL-7.53646.000.0122.0101977.4620.35254.40.860.173669.5623.56H4CL-103637.000.0242.0101356.5021.99129.42.966.943662.6125.61H5CL-103630.000.0362.010905.9123.89129.42.9610.423652.2022.20H6CL-103625.000.0362.010755.4924.79129.42.9610.423641.7816.78H7CL-103621.000.0361.340577.2922.46129.41.974.923636.8615.86H8CL-103617.000.0361.340551.7622.67129.41.974.923631.9414.94H9CL-103612.000.0361.340554.0022.65129.41.974.923627.0215.02H10CL-103608.000.0360.670528.4717.57129.40.991.363625.6617.66H11CL-103601.000.0360.670685.0116.66129.40.991.363624.3023.30H12CL-103596.000.0360.670785.9916.20129.40.991.363622.9326.93

4.03656.003670.738.0CL-7.53651.000.0154.0201315.1028.80254.41.730.783669.9518.95H13CL-7.53626.000.0904.020488.2835.30254.41.734.693665.2639.26H14CL-7.53618.000.0364.0201312.7028.81254.41.731.883663.3845.38H15CL-7.53614.000.0364.0201371.7228.551 1/243.42.725.633657.7543.75H16CL-7.53608.000.0362.6801381.8724.431 1/243.41.812.663655.0947.09H17CL-7.53603.500.0362.6801432.9524.251 1/243.41.812.663652.4348.93H18CL-103601.000.0362.6801428.4724.27129.43.9517.733634.6933.69H19CL-103596.000.0361.3401074.7619.77129.41.974.923629.7733.77H20CL-103591.000.0361.3401077.0019.76129.41.974.923624.8533.85H21CL-103587.000.0361.3401051.4719.86129.41.974.923619.9332.93

Reserv. 023662.603662.609.0CL-7.53635.000.0588.540475.8647.25254.43.6712.183650.4215.4210.0CL-7.53634.000.1203.180136.8541.92254.41.374.053646.3712.3711.0CL-103605.000.1150.500359.7517.01129.40.742.543643.8338.83H22CL-103593.000.0450.5001129.6613.45129.40.740.993642.8449.84

10.03634.003646.3712.0CL-7.53628.000.0122.6801530.9323.93254.41.150.303646.0818.08H23CL-7.53612.000.0482.680709.9128.02254.41.151.183644.8932.89H24CL-103609.000.0362.680997.0826.13129.43.9517.733627.1618.16H25CL-103605.000.0361.340615.5922.16129.41.974.923622.2417.24H26CL-103595.000.0361.340756.7221.24129.41.974.923617.3222.32H27CL-103587.000.0361.340842.3020.78129.41.974.923612.4025.40H28CL-103578.000.0361.340955.6620.25129.41.974.923607.4829.48

9.03635.003650.4213.0CL-7.53634.000.0105.3601642.2530.69254.42.310.893649.5415.5414.0CL-7.53629.000.0242.680855.6526.96254.41.150.593648.9519.95H29CL-7.53600.000.0702.680699.2228.10254.41.151.723647.2247.22H30CL-103599.000.0362.6801339.5324.59129.43.9517.733629.4930.49H31CL-103591.000.0362.6801069.1425.76129.43.9517.733611.7620.76H32CL-103583.000.0361.340798.7621.01129.41.974.923606.8423.84H33CL-103579.000.0361.340773.2321.15129.41.974.923601.9222.92H34CL-103554.000.0361.3401331.0318.92129.41.974.923597.0043.00

13.03634.003649.5415.0CL-7.53631.000.0562.680330.9932.77254.41.151.383648.1617.1616.0CL-7.53611.000.0922.680403.8931.45254.41.152.263645.8934.89H35CL-7.53605.500.0362.6801122.0725.501 1/243.41.812.663643.2337.73H36CL-7.53600.500.0362.6801187.0325.211 1/243.41.812.663640.5740.07H37CL-7.53593.000.0542.680880.9626.801 1/243.41.813.993636.5843.58H38CL-103587.000.0481.3401032.9219.93129.41.976.563630.0243.02H39CL-103581.000.0541.340907.8020.46129.41.977.383622.6441.64H40CL-103576.000.0541.340863.7520.67129.41.977.383615.2639.26

Reserv. 033669.003669.0017.0CL-7.53662.000.0281.000250.0023.86254.40.430.113668.896.8918.0CL-7.53648.000.0581.000360.1522.14254.40.430.233668.6620.66H41CL-103629.000.0621.000639.6519.67129.41.474.933663.7334.73H42CL-103623.000.0361.0001131.3517.50129.41.472.863660.8737.87H43CL-103618.000.0361.0001190.7217.32129.41.472.863658.0040.00

17.03662.003668.8919.0CL-7.53650.000.0241.000787.0318.85254.40.430.103668.7918.7920.0CL-7.53651.000.0481.000370.7022.01254.40.430.193668.6017.60H44CL-103649.000.0121.0001633.5716.23129.41.470.953667.6518.65H45CL-103645.000.0361.000629.1319.74129.41.472.863664.7919.79H46CL-103637.000.0361.000771.8418.93129.41.472.863661.9224.92

2.834Km.

RESUMEN DE LONGITUD DE TUBERASNORMA TCNICA DEL MIN. SALUD Y LA ORGANIZACIN MUNDIAL DE LA SALUD REQUERIMIENTOS MNIMOS EN DISEO DE SISTEMAS DE AGUA POTABLEDimetro NominalP. max. Trabajo (m.c.a.)Clase de TuberaLinea de Cond.Red de Distr.Total (mts).

L n e a d e C o n d u c c i n1/270 m.c.a.CL-100.00.00.0V mn caso extremo =0.30m/seg.3/470 m.c.a.CL-100.00.00.0V mn recomendada =0.60m/seg.170 m.c.a.CL-100.01.4461,446.0V mx erosiva =5.00m/seg.1 1/450 m.c.a.CL-7.50.00.00.0d" mn de diseo =3/4Pulg.1 1/250 m.c.a.CL-7.50.00.234234.0250 m.c.a.CL-7.50.1201.1541,274.02 1/250 m.c.a.CL-7.50.00.00.0R e d e s d e D i s t r i b u c i n350 m.c.a.CL-7.50.00.00.0d" mn de diseo para long.>200mts =3/4Pulg.450 m.c.a.CL-7.50.00.00.0P mn de diseo en los hidrantes=13.50m.c.a650 m.c.a.CL-7.50.00.00.0P mx de diseo =50.00m.c.aLong. Total de Tuberias (mts.)120.02,834.02,954.0

CANAL COND.CAMBIO DE DIRECCIONCARACTERISTICAS HIDRAULICAS DEL CANAL

PROG.COTASDISTANCIAPROG.COTASDISTANCIADIFERENCIAPENDIENTECAUDALDIAMET.RUGOS.TIRANTEAREAPERIM.ESPEJOVELOCID.NUMERORADIOENERGIATIPOTERRENONoRAZANTEALTURAHIDRAUL.MOJADOAGUAFROUDEHIDRAUL.ESPECIF.FLUJOKMMSNMMTSKmmsnmmmm / mm3/Smmm2mmm/sFmm . Kg/kg0000.00+3686.200000.00+3749.800030.00+3686.2030.0010280.00+3747.00280.002.800.0100.01000.150.0090.0710.0080.2280.1501.2151.6550.0360.146SUPER.0068.00+3686.8038.0020320.00+3739.0040.008.000.2000.01000.150.0090.0320.0030.1450.1233.5777.5840.0190.684SUPER.0086.00+3686.0018.0030360.00+3733.0040.006.000.1500.01000.150.0090.0350.0030.1510.1273.2306.5930.0210.567SUPER.0126.00+3686.0040.0040440.00+3731.4080.001.600.0200.01000.150.0090.0590.0060.2020.1461.5682.3980.0320.184SUPER.50480.00+3727.4040.004.000.1000.01500.150.0090.0470.0050.1790.1393.1405.4140.0270.550SUPER.0144.00+3684.0018.0060900.00+3723.20420.004.200.0100.01500.150.0090.0910.0110.2680.1471.3391.5470.0420.182SUPER.70940.00+3720.8040.002.400.0600.01800.150.0090.0600.0070.2050.1472.7444.1460.0320.444SUPER.0172.00+3684.0028.0081070.00+3713.00130.007.800.0600.01800.150.0090.0600.0070.2050.1472.7444.1460.0320.444SUPER.91166.00+3711.0896.001.920.0200.01800.150.0090.0820.0100.2490.1491.8242.2660.0400.252SUPER.0220.00+3683.0048.00101260.00+3709.2094.001.880.0200.01050.100.0090.0810.0070.2250.0781.5321.6460.0300.201SUPER.0275.00+3682.0055.00111300.00+3706.0040.003.200.0800.01050.100.0090.0500.0040.1570.1002.6844.3320.0250.417SUPER.0328.00+3682.0053.00121330.00+3705.1030.000.900.0300.01050.100.0090.0680.0060.1950.0931.8332.3580.0290.240SUPER.0366.00+3680.0038.00131380.00+3700.6050.004.500.0900.01050.100.0090.0480.0040.1530.1002.8054.6260.0240.449SUPER.0414.00+3680.0048.00141430.00+3698.6050.002.000.0400.01050.100.0090.0620.0050.1810.0972.0582.8670.0280.278SUPER.0440.00+3679.0026.00151510.00+3690.6080.008.000.1000.01050.100.0090.0470.0040.1510.1002.9174.9030.0240.480SUPER.0463.00+3678.0023.00161620.00+3688.40110.002.200.0200.01050.100.0090.0820.0070.2250.0781.5321.6460.0300.201SUPER.0479.00+3677.0016.00171700.00+3686.0080.002.400.0300.01050.100.0090.0680.0060.1950.0931.8332.3580.0290.240SUPER.0534.00+3676.0055.00181740.00+3681.0040.005.000.1250.01050.100.0090.0440.0030.1450.0993.1685.5340.0230.555SUPER.191760.00+3679.0020.002.000.1000.01050.100.0090.0470.0040.1510.1002.9174.9030.0240.480SUPER.0550.00+3676.0016.00201780.00+3677.0020.002.000.1000.0020.050.0090.0260.0010.0810.0501.9274.2690.0130.215SUPER.0568.00+3676.0018.00211840.00+3673.4060.003.600.0600.0020.050.0090.0310.0010.0900.0491.5843.1400.0140.159SUPER.0574.00+3674.006.00221998.00+3668.66160.004.740.0300.0020.050.0090.0400.0020.1110.0401.1821.8260.0150.111SUPER.0602.00+3674.0028.000617.00+3673.0015.002,000.000634.00+3670.0017.00RESUMEN LONGITUD DE TUBERIAS0666.00+3668.0032.00DescripcionDiametroLongitud0738.00+3667.0072.00Tuberia U-PVC6"1,166.00m0788.00+3666.0050.00Tuberia U-PVC4"594.00mTuberia PVC2"240.00m0812.00+3663.00ERROR:#REF!TOTAL LONGITUD TUBERIA2,000.00m0854.00+3663.0042.000881.00+3661.0027.000898.00+3658.0017.000906.00+3658.008.001006.00+3658.00100.001026.00+3658.0020.001082.00+3657.0056.001218.00+3645.00136.001230.00+3643.0012.001264.00+3642.0034.001320.00+3641.0056.001378.00+3640.0058.001463.00+3625.0085.001490.00+3622.0027.001512.00+3621.0022.001570.00+3621.0058.00

ERROR:#REF!

TB 02TABAL 02 (TB 02)

Profundidad de Raiz y Agotamiento de la Humedad Fasilmente Utilisablepara Diferentes Cultivos

CODIGOCULTIVOProfundidad de RaizAgotamiento BUSQUEDAPR (m)de la HFU1ALFALFA0.90a1.500.552ALGODN1.00a1.700.653ARVEJA0.60a1.000.354APIO0.30a0.500.205BANANA0.50a0.900.356CAMOTE1.00a1.500.657CAA DE AZUCAR1.20a2.000.608CAAMO1.00a2.000.609CEBADA1.00a1.500.5510CEBOLLA0.30a0.500.2511CITRICOS1.20a1.500.5012COL0.40a0.500.4513DACTILES1.50a2.500.5014ESPINACA0.30a0.500.2015FRESAS0.20a0.300.1516FRIJOL0.50a0.700.4517FRUTALES1.00a2.000.5018GIRASOL0.80a1.500.4519LECHUGA0.30a0.500.3020LEGUMINOSAS0.30a0.600.2021LINO1.00a1.500.5022MAIZ0.50a0.700.4523MANI0.50a1.000.4024MELON1.00a1.500.3525OLIVO1.20a1.700.6526PALMAS0.70a1.100.6527PAPA0.40a0.600.2528PASTOS0.20a0.400.6029PEPINO0.70a1.200.5030PIMIENTO0.50a1.000.2531PIA0.30a0.600.5032REMOLACHA0.60a1.000.5033SISAL0.50a1.000.7534SORGO0.80a1.000.5535SOYA0.60a1.300.5036TABACO0.50a1.000.3537TOMATE0.70a1.200.4038TREBOL0.60a0.900.3539TRIGO1.00a1.500.5540VID1.00a2.000.3541ZANAHORIA0.50a1.000.3542HABAS
WILLIAM FREDY FLORES ALEJO: INGRESE EL NOMBRE DEL NUEVO CULTIVO0.50
WILLIAM FREDY FLORES ALEJO: PROFUNDIDAD DERAIZ MINIMA EN METROSa0.70
WILLIAM FREDY FLORES ALEJO: PROFUNDIDAD DE RAIZ MAXIMA EN METROS0.45
WILLIAM FREDY FLORES ALEJO: AGOTAMIENTO DE LA HFUDE 0.40 A 0.7543a44a45aFuente: Sistemas Hidraulicos de Riego - C. A. Benites Castro - 2000

TB 03TABAL 03 (TB 03)

Valores de Kc para Diferentes CultivosSegn Clima Y Fases de Cresimiento

PASES DEL PERIODO VEGETATIVOFASE MEDIAFASE FINALCODIGOCULTIVOHR min > 70%HR min < 70%HR min > 70%HR min < 70%BUSQUEDAVv (0-5m/s)Vv (5-8m/s)Vv (0-5m/s)Vv (5-8m/s)Vv (0-5m/s)Vv (5-8m/s)Vv (0-5m/s)Vv (5-8m/s)1ALFALFA0.950.951.101.050.950.951.101.052ALGODN1.051.151.201.250.650.650.650.703ARVEJA (Verde)1.051.201.051.201.001.151.001.154APIO1.001.051.101.150.900.951.001.055BANANA1.001.101.001.200.901.001.001.156CAMOTE1.051.001.151.200.700.700.750.757CAA DE AZUCAR1.301.001.200.950.800.750.800.758CAAMO9CEBADA1.501.101.151.200.250.250.200.2010CEBOLLA (Cavesa)0.950.951.051.100.950.950.800.8511CITRICOS0.900.850.750.650.900.850.750.6512COL0.951.100.951.100.901.000.901.0013DACTILES14ESPINACA0.950.951.001.050.900.900.951.0015FRESAS16FRIJOLES (Verdes)0.950.951.001.050.850.850.900.9017FRUTALES18GIRASOL1.051.201.051.200.700.800.700.8019LECHUGA0.950.951.001.050.900.900.901.0020LEGUMINOSAS1.051.101.151.050.300.300.250.2521LINO22MAIZ (Choclo)1.051.101.001.200.951.000.851.1023MANI0.951.001.051.100.550.550.600.6024MELON0.950.951.001.050.650.650.750.7525OLIVO0.600.600.600.600.600.600.600.6026PALMAS27PAPA1.051.001.051.200.700.700.750.7528PASTOS0.950.951.001.050.900.951.001.0529PEPINO0.900.900.951.000.700.700.750.9030PIMIENTO (fresco)0.951.001.051.100.800.850.850.9031PIA32REMOLACHA1.051.201.051.200.901.000.901.0033SISAL34SORGO1.001.051.001.150.500.500.550.5535SOYA1.001.051.051.101.150.450.450.4536TABACO1.001.201.001.200.901.000.901.0037TOMATE1.051.001.201.250.600.600.650.6538TREBOL0.900.950.900.951.101.051.101.0539TRIGO1.051.101.151.200.250.250.600.2040VID0.600.800.600.800.550.700.550.7041ZANAHORIA1.001.051.101.150.700.951.000.8542HABAS
WILLIAM FREDY FLORES ALEJO: INGRESE EL NOMBRE DEL NUEVO CULTIVO Y SUS VALORES DE Kc0.950.950.951.050.850.850.850.90434445Fuente: Sistemas Hidraulicos de Riego - C. A. Benites Castro - 2000

TB 04

Relacion ETP - Kc y Frecuencia de RiegoETPKcKcKcKcKcDias24710200.501.081.010.810.650.491.001.050.960.760.600.452.001.000.870.660.500.373.000.950.790.580.430.314.000.910.730.520.370.265.000.880.680.470.330.226.000.850.630.440.300.207.000.830.590.400.270.188.000.810.560.370.250.179.000.790.540.350.230.169.700.790.530.340.220.16

Fuente: El Riego - Absalon Vasques Villanueva - 2000