ETPDiseo de Riego por Aspercion - ERFACUADRO DE INFROMACION METEOROLOGICAFUENTE:SERVICIO NACIONAL DE METEREOLOGIA E HIDROLOGIAINFORMACION GEOGRAFICA :LATITUD :13 5030 'SURLONGITUD :70 1630 'OESTEALTITUD :3400hasta3600m.s.n.m.INFORMACION METEREOLOGICA :ENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICTemperaturaMaxima C10.0010.2010.1510.008.507.006.808.109.4010.8010.0010.00Minima C4.003.803.702.400.50-1.10-1.60-0.501.302.203.203.70Media C7.007.006.936.204.502.952.603.805.356.506.606.85Precipitacion (mm)Humedad Relativa %65.5062.2067.2054.8048.2043.3046.8043.5050.5050.5053.7065.90Veloc. Viento (m/s)2.002.002.002.002.002.002.002.002.002.002.002.00Horas de Sol (horas)6.206.706.407.508.608.809.209.208.308.106.905.60CALCULO DE LA EVAPOTRANSPIRACION POTENCIAL ETPMETODO DE HARGRAVES - EN BASE A LA TEMPERATURALATITUD ABSOLUTA :14.00Para usar la tabla de Factor de LatitudALTITUD PROMEDIO :3500Para la Correccion por AltitudENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICNumero del Mes :123456789101112Factor de Latitud MF2.6522.3052.3451.9811.7671.8721.6481.9222.1572.4642.5432.675Temp. Media en F TMF44.6044.6044.4743.1640.1037.3136.6838.8441.6343.7043.8844.33Fact. Correc. Humed. CH0.9751.0000.9511.0001.0001.0001.0001.0001.0001.0001.0000.969Fact. Correc. Altitud CE1.0701.0701.0701.0701.0701.0701.0701.0701.0701.0701.0701.070ETP(mm/mes)123.4110.0106.191.575.874.764.779.996.1115.2119.4123.0ETP(mm/dia)3.983.933.423.052.452.492.092.583.203.723.983.97ETP maxima =3.98mm/dia

Grados: Minutos: 'Segundos: "Grados: Minutos: 'Segundos: "AltitudAltitudFactor Mensual deLatitud MFVer TABLA 01 (TB 01)

Kc1DETERMINACION DEL Kc DE LOS CULTIVOSDETERMINACION DE LA LAMINA DE REPOSICION DE LOS CULTIVOS"Kc" PARA EL CULTIVO:CB1CALCULO DE LA LAMINA NETA SEGN COEFICIENTES HIDRICOSETP 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 =1.20mPromedioHumedad. Relativa Minima HR %:HR =43.30%Agotamiento de la HFU:ALFALFAHFU =0.55Velocidad del Viento Promedio Vv:Vv =2.00m/segvalores de calculo y busqueda33Etapas Periodo Vegetat.InicialDesar.MedioFinalTotalDuracion (dias)30405030150Kc0.52--------1.101.10--------DATOS DE SUELOEstratos del SueloC.C.P.M.DaPRLnCURVA 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

Kc1

Etapas del Periodo VegetativoKc del Cultivo

Kc2DETERMINACION DEL Kc DE LOS CULTIVOSDETERMINACION DE LA LAMINA DE REPOSICION DE LOS CULTIVOS"Kc" PARA EL CULTIVO:CB42CALCULO DE LA LAMINA NETA SEGN COEFICIENTES HIDRICOSETP 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 =0.60mPromedioHumedad. Relativa Minima HR %:HR =43.30%Agotamiento de la HFU:HABASHFU =0.45Velocidad del Viento Promedio Vv:Vv =2.00m/segvalores de calculo y busqueda33Etapas Periodo Vegetat.InicialDesar.MedioFinalTotalDuracion (dias)25304025120Kc0.52--------0.950.85--------DATOS DE SUELOEstratos del SueloC.C.P.M.DaPRLnCURVA 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

Kc2

Etapas del Periodo VegetativoKc del Cultivo

Kc3DETERMINACION DEL Kc DE LOS CULTIVOSDETERMINACION DE LA LAMINA DE REPOSICION DE LOS CULTIVOS"Kc" PARA EL CULTIVO:CB27CALCULO DE LA LAMINA NETA SEGN COEFICIENTES HIDRICOSETP 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 =0.50mPromedioHumedad. Relativa Minima HR %:HR =43.30%Agotamiento de la HFU:PAPAHFU =0.25Velocidad del Viento Promedio Vv:Vv =2.00m/segvalores de calculo y busqueda33Etapas Periodo Vegetat.InicialDesar.MedioFinalTotalDuracion (dias)30405030150Kc0.52--------1.050.75--------DATOS DE SUELOEstratos del SueloC.C.P.M.DaPRLnCURVA 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

Kc3

Etapas del Periodo VegetativoKc del Cultivo

Kc Pond.Diseo de Riego por Aspercion - ERFADETERMINACION DEL COEFICIENTE Kc PONDERADOPROGRAMACION DE LA CAMPAA AGRICOLA - CEDULA DE CULTIVOCULTIVO% AreaENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICHasCULTIVOALFALFAxxxxxxxxxx0.00xxxxxxxxxxxxxxxxxxxxxxxxx0.00xxxxxxxxxxxxxxx%Area Cultivada0.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.350%Area CultivadaHABASxxxxx0.00xxxxxxxxxxxxxxxxxxxxxxxxx0.00xxxxxxxxxxxxxxxxxxxx%Area Cultivada0.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.3500.350%Area CultivadaPAPAxxxxxxxxxxxxxxx0.00xxxxxxxxxxxxxxxxxxxxxxxxx0.00xxxxxxxxxx%Area Cultivada0.3000.3000.3000.3000.3000.3000.3000.3000.3000.3000.3000.300%Area Cultivada0.000.000.000.000.000.000.000.000.000.00TOTAL1.001.000.650.650.701.001.001.000.650.650.701.001.001.00TOTALCALCULO DEL Kc PONDERADO DE LA CEDULA DE CULTIVOCULTIVOHasENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICHasCULTIVO ROTACIONALFALFA1.000.850.520.751.001.000.850.520.761.00AREAArea Cultivada0.350.350.350.000.350.350.350.350.350.000.350.350.350.35Area CultivadaHABAS0.800.520.740.950.850.800.520.740.950.85AREAArea Cultivada0.350.350.000.350.350.350.350.350.000.350.350.350.350.35Area CultivadaPAPA1.051.050.751.001.001.001.001.000.520.78AREAArea Cultivada0.300.300.300.300.000.300.300.300.300.300.000.300.300.30Area CultivadaTOTAL1.001.000.650.650.701.001.001.000.650.650.701.001.001.00TOTALKc Ponderado0.950.940.630.630.900.950.930.920.740.630.750.88Kc Ponderado

PrecPRECIPITACIONES MEDIAS MENSUALES (mm/mes)PRECIPITACION AL 75% DE PROBABLILIDADAOENE.FEBMARABRMAYJUNJULAGOSEPOCTNOVDICmENE.FEBMARABRMAYJUNJULAGOSEPOCTNOVDICP=m*100/(n+1)1964688220627230021613812713262372701667551307210410613119531965173109100243062212474184222723720612349451836759112719351966106126123177500012376384320121018383291713277578126184819672773787291301762477167419218316483231011257372113177111968922378936125131257541278651911671517123109226272981671319691211499634021181613544061901511517022109205766971671619701647187401010043583519371831491406820881856619116418197110818349911020314646817314813865177717475885155211972170795013007843266216791721381255915571643578114824197315263164709008753613571017012612458155615435479144261974190925136030251836476311169125123581436143452781402919751272101041860001161261551216412411941142312344977133321976665810022522730294698131631201154014221130487411734197732151950302356427791141561151134013221029477011537197812123712465087034281311951515411111239121192942701083919791929943712039478571081615211111137121182639691074219801181251403170610759126851713310910836101182139689945198132610411583150022341064610718132104104369108193865984719821633511358110414391264819132991003491061837639750198310248243714103177548520127961003281061736629353198425167125391410018172113762112792963171041736579355198516966108166171703104292316422123889528710416315491581986183148151689092073188511523122829027600316305486611987191207828231018145727857241218189244003152948856319882277827012349000948593251217987213003142947856619891561201125927115152268842611878802130021428468468199012256492113450362652989927118757818200213284684711991123138138920511129144614828108737817200212264683741992132754760109721466451402910671711720021124467676199312748111581220111957911443010266511410011122456779199410111515140142001139651333110163501310011018356382199513312480141011171569673292584991000915265784199620181711720841310701773368564990000914265787199717211118383150016472870117346648477000051323488919981541119021810210309797353248436000041313469219991189610032410693879833627352400000110740952000132881194171062949489337252010000000752797PROM.137.4107.4103.940.611.95.03.610.528.940.963.5107.4P 75%108.072.074.517.02.00.00.02.011.525.046.079.53262372701667551307210410613119522723720612349451836759112719320121018383291713277578126184192183164832310112573721131771911671517123109226272981671901511517022109205766971671831491406820881856619116417314813865177717475885155172138125591557164357811481701261245815561543547914416912512358143614345278140164124119411423123449771331631201154014221130487411715611511340132210294770115154111112391211929427010815211111137121182639691071331091083610118213968991321041043691081938659813299100349106183763971279610032810617366293127929631710417365793123889528710416315491122829027600316305486121818924400315294885121798721300314294785118788021300214284684118757818200213284684108737817200212264683106717117200211244676102665114100111224567101635013100110183563925849910009152657685649900009142657664847700005132348324843600004131346273524000001107402520100000007527

peDiseo de Riego por Aspercion - ERFACALCULO DE LA PRECIPITACION EFECTIVA(Metodo de Water Power)Estimacion de la Precipitacion EfectivaCalculos 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% PrecipitacinAcumuladoFEB72.0046.25550.8260.19Precipitac. (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> 1555100.50NOV46.0023.75300.9038.15DIC79.5046.25550.8266.34Precipitacion Media Mencual al 75% deProbabilidadMESENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICPe (mm/mes)107.9772.0074.5017.002.000.000.002.0011.5025.0046.0079.50Precipitacion Efectiva Estimada (Pe) - Water PowerMESENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICPe (mm/mes)84.3360.1962.2411.400.000.000.000.006.1819.0038.1566.34Pe (mm/dia)2.722.152.010.380.000.000.000.000.210.611.272.14

DemandaDEMANDA DE AGUA DEL PROYECTO Y BALANCE HIDRICOENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICETP (mm/dia)3.983.933.423.052.452.492.092.583.203.723.983.97Kc Ponderado0.950.940.630.630.900.950.930.920.740.630.750.88ETR (mm/dia) = ETP * Kc3.763.702.141.922.192.361.942.372.372.343.003.50PE (mm/dia)2.722.152.010.380.000.000.000.000.210.611.272.14LAMINA NETA (mm/dia) = ETR - PE1.041.550.131.542.192.361.942.372.171.731.731.36LAMINA BRUTA (mm/dia); ER = 75%1.492.220.192.203.133.372.773.383.102.472.471.94Mod. de Riego(l/seg/h)0.170.260.020.250.360.390.320.390.360.290.290.22Mod. de Riego(l/seg/h) - (08 horas)0.520.770.070.761.091.170.961.171.080.860.860.67Mod. de Riego(l/seg/h) - (10 horas)0.410.620.050.610.870.940.770.940.860.690.690.54Mod. de Riego(l/seg/h) - (12 horas)0.340.510.040.510.720.780.640.780.720.570.570.45

DiseoDISEO DEL SITEMA DE RIEGO POR ASPERSIONPROYECTO:SISTEMA DE RIEGO PRESURIZADO CCOPAAGENCIA:AGENCIA CARABAYAEVALUADOR:AInformacion Requerida:Evaptranspiracion PotencialETP =3.98mm/diaCoeficiente del cultivoKc =0.90MaximoEvaptranspiracion RealETR =3.58mm/diaVelocidad del VientoVv =2.00m / sVelocidad de Infiltracion BasicaIb =13.0mm/hCultivo ProyectadoSEGN CEDULA DE CULTIVOJornal, horas de trabajoJ =10horas/diaEficiencia de RiegoEr =75%Caudal DisponibleQd =16lt / segBCalculos de Demanda Hidrica1.-Lamina neta ( Ln ):Ln =39.6mmCULTIVOLAMINA REQUERIDAALFALFALn =3.96cmPAPALn =1.50cmHABASLn =3.24cmLAMINA NETA MAX.Ln =3.96cm2.-Lamina Real o Bruta ( Lr ):Lr = ( Ln/Er )Lr =52.80mmLamina neta ( Ln ):Ln =3.96mmEficiencia de RiegoEr =75%3.-Intervalo de riego ( IR ):IR = Ln / ETRIR =11.0DiasEvaptranspiracion RealETR =3.58mm/diaLamina neta ( Ln )Ln =39.60mmIR =11.06Dias4.-Taza de aplicacin:Ta = Lr / JTa =5.280mm/hLamina RealLr =52.80mm5.28cmTiempo de trabajoJ =10.00horas/dia5.-Caudal para Seleccin de Aspersor:qa =(Ea*El*Ta)qa =0.21lt / seg3600qa =0.76m3 / hTaza de aplicacin:Ta =5.28mm/hCCaracteristicas Hidraulicas de los AspersoersEspecificaciones de Diseode los Aspersores Marca :NAAN427Diametro de boquillas del Asprsorf =4.0mmNEGROEspasiamento de Aspersores EaEa =12.0mEspasiamento de Laterales ElEl =12.0mPluviometria del Aspersor PpPp =4.2mm / hPresion de trabajo en Atm.Po =1.00AtmCaudal del aspersor qaqa =0.60m3 /h0.167lt / segDiamt. Alcance de ChorroD =22.0mDCalculos de Disposicin de Tuverias y Aspersores1.-Conprovacion del Espaciamiento:E =12.00mValores de E segn VvVelocidad del VientoVv =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 D2.-Obtencion de la Pluviometria Real:Pp =qa * 1000Pp =4.17mm / hEa * ElCaudal del aspersor qaqa =0.6m3 /h0.17lt / segEspasiamento de Aspersores EaEa =12.0mEspasiamento de Laterales ElEl =12.0mComprocvacion de la Pluviometria:Pp < IbPluviometria del Aspersor PpPphf2.0>1.95OK!mOK!m3.-Camara de Carga:En este caso el sistema de riego esta proyectado para funcionar a caudal disponiblees 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 SISTEMA1.- PROYECTO:SISTEMA DE RIEGO PRESURIZADO CCOPA2.- ENTIDAD:MUNICIPALIDAD DISTRITAL DE CARABAYAA.-VOLUMEN DEL RESERVORIO o CAMARA DE CARGA (M3)V. Cc =5.00m3B.-VALOR DE " C " DE ACUERDO AL TIPO DE MATERIAL DE LA TUBERIAC=150C.-PRESION MINIMA REQUERIDA EN EL HIDRANTEPlm =12.8mCARACTERSTICAS HIDRULICAS - TUBERAS A PRESINC=150L 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)NOMINAL "INTERIOR (mm)Captac. 033728.503728.50Cam. Reun.CL-7.53719.500.0243.290375.0034.53254.41.420.863727.648.14caja Rep. 013711.003711.00Reserv. 01CL-7.53688.580.0567.030400.3645.47254.43.028.203702.8014.22caja Rep. 023678.503678.50Reserv. 02CL-7.53662.600.0408.540397.5049.03254.43.678.403670.107.500.120KmR E D D E D I S T R I B U C I NELEMENTOCLASE DE TUBERIANIVEL DINAMICOLONG. (KM)CAUDAL (lps)PENDIENTE (/oo)DIMETROVELOCIDAD (m/s)Hf (m)H PIEZOM.PRESIN (mca)CALCULADO (mm)NOMINAL "INTERIOR (mm)Reserv. 010.003688.583688.581.0CL-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-103641.000.0361.0001052.4017.76129.41.472.863676.0235.021.00.003682.003684.184.0CL-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-103596.000.0360.670785.9916.20129.40.991.363622.9326.934.03656.003670.738.0CL-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-103587.000.0361.3401051.4719.86129.41.974.923619.9332.93Reserv. 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-103593.000.0450.5001129.6613.45129.40.740.993642.8449.8410.03634.003646.3712.0CL-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-103578.000.0361.340955.6620.25129.41.974.923607.4829.489.03635.003650.4213.0CL-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-103554.000.0361.3401331.0318.92129.41.974.923597.0043.0013.03634.003649.5415.0CL-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-103576.000.0541.340863.7520.67129.41.977.383615.2639.26Reserv. 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-103618.000.0361.0001190.7217.32129.41.472.863658.0040.0017.03662.003668.8919.0CL-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-103637.000.0361.000771.8418.93129.41.472.863661.9224.922.834Km.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

Valores de " C "Material ValorFierro Fundido 100Fierro Galvanizado 100Concreto 110Acero 120Asbesto Cemento 140PVC 150Saludos 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 !!!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" 21.0La Limitante de esta Hoja de Calculo es que los Diametros Nominales se Pueden Utilizar Hasta un Maximo de D = 4"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" 17.4Valores de " C "Material ValorFierro Fundido 100Fierro Galvanizado 100Concreto 110Acero 120Asbesto Cemento 140PVC 150DIAMETROS 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" 21.0La Limitante de esta Hoja de Calculo es que los Diametros Nominales se Pueden Utilizar Hasta un Maximo de D = 4"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

CANAL COND.CAMBIO DE DIRECCIONCARACTERISTICAS HIDRAULICAS DEL CANALPROG.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+3663.000.00TOTAL 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+3621.0058.000.00

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

TB 02TABAL 02 (TB 02)Profundidad de Raiz y Agotamiento de la Humedad Fasilmente Utilisablepara Diferentes CultivosCODIGOCULTIVOProfundidad de RaizAgotamientoBUSQUEDAPR (m)de la HFU1ALFALFA0.90a1.500.552ALGODN1.00a1.700.653ARVEJA0.60a1.000.354APIO0.30a0.500.205BANANA0.50a0.900.356CAMOTE1.00a1.500.657CAA DE AZUCAR1.20a2.000.608CAAMO1.00a2.000.609CEBADA1.00a1.500.5510CEBOLLA0.30a0.500.2511CITRICOS1.20a1.500.5012COL0.40a0.500.4513DACTILES1.50a2.500.5014ESPINACA0.30a0.500.2015FRESAS0.20a0.300.1516FRIJOL0.50a0.700.4517FRUTALES1.00a2.000.5018GIRASOL0.80a1.500.4519LECHUGA0.30a0.500.3020LEGUMINOSAS0.30a0.600.2021LINO1.00a1.500.5022MAIZ0.50a0.700.4523MANI0.50a1.000.4024MELON1.00a1.500.3525OLIVO1.20a1.700.6526PALMAS0.70a1.100.6527PAPA0.40a0.600.2528PASTOS0.20a0.400.6029PEPINO0.70a1.200.5030PIMIENTO0.50a1.000.2531PIA0.30a0.600.5032REMOLACHA0.60a1.000.5033SISAL0.50a1.000.7534SORGO0.80a1.000.5535SOYA0.60a1.300.5036TABACO0.50a1.000.3537TOMATE0.70a1.200.4038TREBOL0.60a0.900.3539TRIGO1.00a1.500.5540VID1.00a2.000.3541ZANAHORIA0.50a1.000.3542HABAS0.50a0.700.4543a44a45aFuente: Sistemas Hidraulicos de Riego - C. A. Benites Castro - 2000

INGRESE EL NOMBRE DEL NUEVO CULTIVOPROFUNDIDAD DERAIZ MINIMA EN METROSAGOTAMIENTO DE LA HFUDE 0.40 A 0.75PROFUNDIDAD DE RAIZ MAXIMA EN METROS

TB 03TABAL 03 (TB 03)Valores de Kc para Diferentes CultivosSegn Clima Y Fases de CresimientoPASES 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)0.951.001.051.100.800.850.850.9031PIA32REMOLACHA1.051.201.051.200.901.000.901.0033SISAL34SORGO1.001.051.001.150.500.500.550.5535SOYA1.001.051.051.101.150.450.450.4536TABACO1.001.201.001.200.901.000.901.0037TOMATE1.051.001.201.250.600.600.650.6538TREBOL0.900.950.900.951.101.051.101.0539TRIGO1.051.101.151.200.250.250.600.2040VID0.600.800.600.800.550.700.550.7041ZANAHORIA1.001.051.101.150.700.951.000.8542HABAS0.950.950.951.050.850.850.850.90434445Fuente: Sistemas Hidraulicos de Riego - C. A. Benites Castro - 2000

INGRESE EL NOMBRE DEL NUEVO CULTIVO Y SUS VALORES DE Kc

TB 04Relacion ETP - Kc y Frecuencia de RiegoETPKcKcKcKcKcDias24710200.501.081.010.810.650.491.001.050.960.760.600.452.001.000.870.660.500.373.000.950.790.580.430.314.000.910.730.520.370.265.000.880.680.470.330.226.000.850.630.440.300.207.000.830.590.400.270.188.000.810.560.370.250.179.000.790.540.350.230.169.700.790.530.340.220.16Fuente: El Riego - Absalon Vasques Villanueva - 2000

TB 04

4 Dias2 Dias7 Dias10 Dias20 Dias2471020ETP (mm/dia) - Etapa InicialCoeficiente del Cultivo KcRelacion ETP - Kc y Frecuencia de Riego

MBD0008B8D3.unknown

MBD001FD31C.unknown

MBD00216B65.unknown

MBD001FD163.unknown

MBD000012D9.unknown

MBD000637AE.unknown

MBD0008B8D1.unknown

MBD00061177.unknown