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
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