ETP

CUADRO DE INFROMACION METEOROLOGICA

FUENTE:SERVICIO NACIONAL DE METEREOLOGIA E HIDROLOGIA

INFORMACION GEOGRAFICA :

LATITUD :13
WILLIAM FREDY FLORES ALEJO: Grados: 50
WILLIAM FREDY FLORES ALEJO: Minutos: '30 '
WILLIAM FREDY FLORES ALEJO: Segundos: "SUR

LONGITUD :70
WILLIAM FREDY FLORES ALEJO: Grados: 16
WILLIAM FREDY FLORES ALEJO: Minutos: '30 '
WILLIAM FREDY FLORES ALEJO: Segundos: "OESTE

ALTITUD :3400
WILLIAM FREDY FLORES ALEJO: Altitud hasta3600
WILLIAM FREDY FLORES ALEJO: Altitud m.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 C7.007.006.936.204.502.952.603.805.356.506.606.85

Precipitacion (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)6.206.706.407.508.608.809.209.208.308.106.905.60

CALCULO DE LA EVAPOTRANSPIRACION POTENCIAL ETP

METODO DE HARGRAVES - EN BASE A LA TEMPERATURA

LATITUD ABSOLUTA :14.00Para usar la tabla de Factor de LatitudALTITUD PROMEDIO :3500Para la Correccion por Altitud

ENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICNumero del Mes :123456789101112Factor de Latitud MF2.652
WILLIAM FREDY FLORES ALEJO: Factor Mensual deLatitud MFVer TABLA 01 (TB 01)2.3052.3451.9811.7671.8721.6481.9222.1572.4642.5432.675Temp. 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 CE1.0701.0701.0701.0701.0701.0701.0701.0701.0701.0701.0701.070

ETP (mm/mes)123.4110.0106.191.575.874.764.779.996.1115.2119.4123.0

ETP (mm/dia)3.983.933.423.052.452.492.092.583.203.723.983.97

ETP maxima =3.98mm/dia

Kc1

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

"Kc" PARA EL CULTIVO:CB22CALCULO DE LA LAMINA NETA SEGN COEFICIENTES HIDRICOS

ETP en el mes Inicial o de Ciembra:ETP =3.98mm/dia"Ln" PARA EL CULTIVO:CB22Ln =3.24cmPara un Intervalo de riego inicial de:7.00diasOk!Kc =0.52para la etapa inicialProfundidad Raiz PR : MAIZPR =0.50hasta0.70mvalores de calculo y busqueda34.00PR =0.60mPromedio

Humedad. Relativa Minima HR %:HR =43.30%Agotamiento de la HFU:MAIZHFU =0.45Velocidad del Viento Promedio Vv:Vv =2.00m/segvalores de calculo y busqueda33

Etapas Periodo Vegetat.InicialDesar.MedioFinalTotalDuracion (dias)30405030150Kc0.52--------1.000.85--------DATOS DE SUELO Estratos del SueloC.C.P.M.DaPRLn CURVA Kc DEL CULTIVO:MAIZ(%)(%) (gr/cm3)(cm)(cm)0-30cm22101.00301.62InicialInicialMedioMedioFinal30-60cm22101.00301.6212345LAMINA NETA (cm) Ln (cm) =3.240.520.521.001.000.85

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 =43.30%Agotamiento de la HFU:HABASHFU =0.45Velocidad del Viento Promedio Vv:Vv =2.00m/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 =43.30%Agotamiento de la HFU:PAPAHFU =0.25Velocidad del Viento Promedio Vv:Vv =2.00m/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.

DETERMINACION DEL COEFICIENTE Kc PONDERADO

PROGRAMACION DE LA CAMPAA AGRICOLA - CEDULA DE CULTIVO

CULTIVO% AreaENEFEBMARABRMAYJUNJULAGOSEPOCTNOVDICHasCULTIVOMAIZxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxxx%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 ROTACIONMAIZ1.000.850.520.751.001.000.850.520.761.00AREA 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

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

pe

CALCULO 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)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 ASPERSION

PROYECTO:INST. SISTEMA DE RIEGO PRESURIZADO CCOPA (Const.)OFICINA:MUNICIPALIDAD DISTRITAL DE AYAPATA

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 =32.4mm

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

2.-Lamina Real o Bruta ( Lr ): Lr = ( Ln/Er )Lr =43.20mm

Lamina neta ( Ln ):Ln =3.24mmEficiencia de RiegoEr =75%

3.-Intervalo de riego ( IR ):IR = Ln / ETRIR =9.0Dias

Evaptranspiracion RealETR =3.58mm/diaLamina neta ( Ln )Ln =32.40mmIR =9.05Dias

4.-Taza de aplicacin:Ta = Lr / JTa =4.320mm/h

Lamina RealLr =43.20mm4.32cmTiempo de trabajoJ =10.00horas/dia

5.-Caudal para Seleccin de Aspersor:qa = (Ea*El*Ta)qa =0.17lt / seg3600qa =0.62m3 / hTaza de aplicacin:Ta =4.32mm/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 =2.00mAncho de la CamaraAncho =2.00mAltura de la CamaraAltura =1.25m

PRESIONESCALCULO HIDRAULICO DEL SISTEMA

1.- PROYECTO:INSTALACION DEL SISTEMA DE RIEGO PRESURIZADO TUPAC AMARU
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 =80.00m3

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. 014443.744443.74Cam. Reun.CL-7.54432.0066.7001.0000.18105.903106.00.1110.284433.461.46

Captac. 024450.004450.00Cam. Reun.CL-7.54432.0078.0000.5000.2376.973106.00.063.344446.6614.66

Cam. Reun.4432.004432.00ReservorioCL-153662.600.0408.54019235.0022.11254.43.678.404423.60761.00

144.740Km

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-7.50.0401.1541,194.02 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-7.5144.7000.0144,700.0d" 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.)144,740.02,834.0147,574.0

CANAL COND.CAMBIO DE DIRECCIONCARACTERISTICAS HIDRAULICAS DEL CANAL ENTUBADO

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 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

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