Clase 1Diseo de TuberasDATOStasa de CrecimientoPa800Tasa de Crecimiento%1.4Vida tilaos25CLCULOSPoblacin FuturaPf1080Dotacin lts/pers./da80CLCULO DE CAUDALESConsumo Promedio AnualQp1.000Consumo Mx. DiarioQmd1.300Consumo Mx. HorarioQmH2.600VOLUMEN DEL RESERVORIOVolumen Reservorio25%21.6Seccin CuadradaAltura(asumir)h2Largol3.286343.5aproximamos

DISEO DEL SISTEMA LNEA DE CONDUCCINCota del Manantial3594msnmCota del Reservorio3570msnmDiferencia de altura24mtsPresin Deseada (asumir)10Prdida de CargaHT=hf+hm14

Clculo de , Velocidad, Prdida de cargaMediante Darcy - Weisbach

Longitud155.09mDimetro10.0254Pvc - ks0.0001mrea0.0005067087Viscocidad Cinemica()0.00000114m3/sCaudal1.3000.0013Prdidas menores10Velocidad2.5655768144m/sCLCULO DEL COEFICIENTE DE FRICCIN.ReservorioAsumir f (inicio)fKs/3.7DRe=V*D/f0.010.001157162.85182899840.031370.031370.001157162.85182899840.030100.030100.001157162.85182899840.030130.030130.001157162.85182899840.030130.030130.001157162.85182899840.03013

PRDIDA DE FRICCIN

hfc61.723765544461.7Aproximarhmc3.3548340423.35AproximarHT65.0814FALSE Nota: Como nuestra prdida total HT es muy grande entonces cambiamos el diametro por uno mayor

Longitud155.09mDimetro1.3540.0343916Pvc - ks0.0001mrea0.0009289571Viscocidad Cinemica0.00000114m3/sCaudal1.3000.0013Prdidas menores10Velocidad1.399418766m/sCLCULO DEL COEFICIENTE DE FRICCIN.ReservorioAsumir f (inicio)fKs/3.7DRe=V*D/f0.010.000842217.76353692650.030560.030560.000842217.76353692650.028760.028760.000842217.76353692650.028840.028840.000842217.76353692650.028830.028830.000842217.76353692650.02883

PRDIDA DE FRICCIN

hfc12.978028447113.0Aproximarhmc0.99815131631.00AproximarHT13.9814TRUE Nota: Como nuestra prdida total HT es menor a la perdida total inicial, entonces es correcto.Eligiremos el diametro comercial inmediatamente superior, el cual ser 1 1/2 "

LNEA DE ADUCCINCota del Reservorio3570msnmCota del Punto de Distribucin (A)3552msnmDiferencia de altura18mtsPresin Deseada (asumir)5Prdida de CargaHT=hf+hm13

Clculo de , Velocidad, Prdida de cargaMediante Darcy - Weisbach

Longitud173.04mDimetro1.8280.0464312Pvc - ks0.0001mrea0.0016932096Viscocidad Cinemica0.00000114m3/sCaudal2.6000.0026Prdidas menores10Velocidad1.5355453069m/sCLCULO DEL COEFICIENTE DE FRICCIN.ReservorioAsumir f (inicio)fKs/3.7DRe=V*D/f0.010.000662541.41337964820.027640.027640.000662541.41337964820.026280.026280.000662541.41337964820.026330.026330.000662541.41337964820.026330.026330.000662541.41337964820.02633

PRDIDA DE FRICCIN

hfc11.793813142411.8Aproximarhmc1.20178358281.20AproximarHT13.0013TRUE Nota: Como nuestra prdida total HT es menor a la perdida total inicial, entonces es correcto.Eligiremos el diametro comercial inmediatamente superior, el cual ser 2 "

SOLUCIN ALTERNATIVA CONDUCCIONNota: Utilizaremos la siguiente frmula:

LONGITUD155.09mPERDIDA TOTAL =14mKs0.0001mKm=10mLa velocidad tiene que convergerVISCOCIDAD0.00000114m3/sDIAMTERO=1.3540.0343916mEl caudal tiene que ser (Qmd)0.001300

CALCULOSHTDIAMETROKs/DhfVAVB-1VB-2VELOCIDADCAUDALhm140.03439160.00290814-0.493600.0007860.0003371.45590.0013531.08140.03439160.00290812.920-0.474170.0007860.0003511.39610.0012970.99140.03439160.00290813.007-0.475770.0007860.0003501.40100.0013011.00140.03439160.00290813.000-0.475640.0007860.0003501.40060.0013011.00El diametro ser de 1 1/2 "140.03439160.00290813.000-0.475650.0007860.0003501.40070.0013011.00

SOLUCIN ALTERNATIVA ADUCCIONNota: Utilizaremos la siguiente frmula:

LONGITUD173.04mPERDIDA TOTAL =13mKs0.0001mKm=10mLa velocidad tiene que convergerVISCOCIDAD0.00000114m3/sDIAMTERO=1.8280.0464312mEl caudal tiene que ser (Qmh)0.00260

CALCULOSHTDIAMETROKs/DhfVAVB-1VB-2VELOCIDADCAUDALhm130.04643120.00215413-0.523220.0005820.0002361.61540.002741.33130.04643120.00215411.670-0.495730.0005820.0002491.52710.002591.19130.04643120.00215411.811-0.498730.0005820.0002471.53670.002601.20130.04643120.00215411.796-0.498410.0005820.0002471.53570.002601.20130.04643120.00215411.798-0.498440.0005820.0002471.53580.002601.20130.04643120.00215411.798-0.498440.0005820.0002471.53580.002601.20El dimetro sera de 2"130.04643120.00215411.798-0.498440.0005820.0002471.53580.002601.20

Diseo de tuberas simplesDiseo de Tuberas Simples

Primera Metodologa

Longitud150mLongitud365mPvc - ks0.0001mCaudal mximo(m/s)1200.12Pvc - ks0.0000001mCaudal mximo(m/s)2700.27Viscocidad ()0.00117m3/sViscocidad Cinemica()0.000001170.0000000012Viscocidad ()0.00117m3/sViscocidad Cinemica()0.000001170.0000000012HT2.20Prdidas menores (km)HT33.20Prdidas menores (km)km0.50.8113.30mkm7.40007.40m

hfDimetro (suponemos)Velocidad (frmula)rea (D/4)Q = Caudal (m/s)Q Qdiseohm (m)hfDimetro (suponemos)Velocidad (frmula)rea (D/4)Q = Caudal (m/s)Q Qdiseohm (m)2.200.151.47990960080.0180.0261522225FALSE0.36833.2000.154.57371044450.0180.0808243241FALSE7.8902.200.201.77861222030.0310.0558768815FALSE0.53233.2000.205.50481210220.0310.172939177FALSE11.4292.200.252.04833083830.0490.10054744FALSE0.70633.2000.256.3483849980.0490.3116263486TRUE15.2012.200.302.29685627060.0710.1623555823TRUE0.88717.9990.254.54430367680.0490.2230685067FALSE7.7891.310.301.75910801680.0710.1243443093TRUE0.52025.4110.255.48655413990.0490.2693212263FALSE11.3541.680.301.99831981140.0710.1412532342TRUE0.67221.8460.255.0517926470.0490.2479798716FALSE9.6261.530.301.90322966630.0710.1345316922TRUE0.609Como no converge se cambia de dimetro1.590.301.94301941810.0710.1373442706TRUE0.63533.2000.307.12774745630.07070.5038319567TRUE19.1621.570.301.92670101830.0710.1361907882TRUE0.624La hm (m) debe ser menor igual a 0.3 hf, esta ecucain en la prctica resulta irrelevante ya q esto se cumple fcilmente en la mayoria de sistemas.14.0380.304.45798057670.07070.315116815TRUE7.496La hm (m) debe ser menor igual a 0.3 hf, esta ecucain en la prctica resulta irrelevante ya q esto se cumple fcilmente en la mayoria de sistemas.1.580.301.93345026990.0710.1366678658TRUE0.62925.7040.306.200619640.07070.4382969999TRUE14.5011.570.301.93066843570.0710.136471229TRUE0.62718.6990.305.21310794290.07070.3684937481TRUE10.2501.570.301.93181666550.0710.1365523928TRUE0.628FALSE
MARCO ALBERTO: No cumple con hm 0.3 hf

22.9500.305.82921298850.07070.4120437493TRUE12.816FALSE
MARCO ALBERTO: No cumple con hm 0.3 hf

20.3840.305.46432254050.07070.3862511031TRUE11.262Elegirmos este resultado ya que los valores ya van convergiendo.21.9380.305.68770129890.07070.402040854TRUE12.201Elegirmos este resultado ya que los valores ya van convergiendo.20.9990.305.55356999680.07070.3925596488TRUE11.63321.5670.305.63507682840.07070.3983210407TRUE11.97721.2230.305.58589944640.07070.3948448883TRUE11.76821.4320.305.61569979390.07070.3969513556TRUE11.894Longitud17m21.3060.305.59768861140.07070.3956782172TRUE11.818Pvc - ks0.0001mCaudal mximo(m/s)1200.1221.3820.305.60859175290.07070.3964489166TRUE11.864Viscocidad ()0.00117m3/sViscocidad Cinemica()0.000001170.000000001221.3360.305.60199780980.07070.3959828172TRUE11.836HT2.20Prdidas menores (km)21.3640.305.60598797240.07070.3962648658TRUE11.853km4.30004.30m21.3470.305.603574270.07070.3960942509TRUE11.84321.3570.305.60503466050.07070.39619748TRUE11.849hfDimetro (suponemos)Velocidad (frmula)rea (D/4)Q = Caudal (m/s)Q Qdiseohm (m)21.3510.305.60415117680.07070.3961350301TRUE11.8452.200.103.51050354140.0080.0275714948FALSE2.70121.3550.305.60468569420.07070.396172813TRUE11.8482.200.154.53455521140.0180.0801323924FALSE4.5062.200.205.42665917310.0310.1704839246TRUE6.454El ltimo hf indica que las hm son superiores a la altura total requerida, es decir se gastan 6.45 m de los 2.2 m para sobrepasar los accesorios con un Q=163 lt/s Para estos casos se cambia la metodologa.-4.250.20ERROR:#NUM!0.031ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!0.20ERROR:#NUM!0.031ERROR:#NUM!ERROR:#NUM!ERROR:#NUM!

Segunda MetodologaLongitud17mPvc - ks0.0001mCaudal mximo(m/s)1200.12Viscocidad ()0.00117m3/sViscocidad Cinemica()0.000001170.0000000012HT2.20Prdidas menores (km)km4.30004.30m

hfDimetro (suponemos)Velocidad (frmula)rea (D/4)Q = Caudal (m/s)Q Qdiseohm (m)Velocidad Perdida (Vp)hf2.200.103.5105040.0080.0275714948FALSE2.7013.16830231122.200.154.5345550.0180.0801323924FALSE4.5063.16830231122.200.205.4266590.0310.1704839246TRUE6.4543.16830231120.50
MARCO ALBERTO: Limitamos las prdidas por friccin0.202.5470460.0310.0800180054FALSE1.4222.78509320960.77818490.500.252.9298520.0490.1438190899TRUE1.8812.78509320960.31868860.450.252.7757580.0490.1362550137TRUE1.6892.82575365540.51137740.462650.252.8155160.0490.1382066434TRUE1.7372.81552205080.46265740.470000.252.8383690.0490.1393284222TRUE1.7662.80956009140.43434010.480000.252.8691770.0490.1408407394TRUE1.8042.80142820720.39580190.490000.252.8996680.0490.1423374711TRUE1.8432.79327264920.3572513

Solucin Final0.25mV2.8155m/shf0.463mhm1.737m

caudales, diametros,presinCalculo de Caudales

Qmh0.0026m3/s2.6lts/sQu0.0022906682TramoLongitud (m)CAUDALES (lts/seg)Q inicio tramoQ tramoQ final tramoQ de diseo
Elmer: se puede disear con cualquiera de los dos caudales pero se toman los mas grandes

P.D.-A106.252.60.24338349312.35661650692.47830825352.6A-B127.40.85563328160.29183112490.56380215680.70971771920.8556332816B-K70.350.16114850580.161148505800.08057425290.1611485058B-J111.650.4026536510.25575310120.14690054980.27477710040.402653651J-L64.130.14690054980.146900549800.07345027490.1469005498A-C148.411.50098322530.33995806321.16102516211.33100419371.5009832253C-D87.060.19942557090.199425570900.09971278550.1994255709C-E83.940.96159959120.19227868620.7693209050.86546024810.9615995912E-F62.840.7693209050.14394558780.62537531720.69734811110.769320905F-G80.640.18471948130.184719481300.09235974060.1847194813F-H107.170.44065583590.24549090780.19516492810.3179103820.4406558359H-I85.20.19516492810.195164928100.09758246410.1951649281SUMA1135.04Calculo de Dimetros

Tramo P.D.-A

Longitud del tramo106.25mDimetro1.453pulg.0.0369062mTemperatura20crea0.0010697679Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001mCota Inicio3552msnmCota Final3518msnmDif. Altura34mQdiseo2.4783lts/sFALSEPresin Nudo Final10Segn norma0.0024783083m3/sHT24mHTDimetrohfvelocidadreaCaudal=QHmQ(l/s)240.0369062242.4629274850.00106976790.002634763.09174913172.63476240.036906220.90825086832.29445265140.00106976790.002454532.6832380072.45453240.036906221.3167619932.31739255950.00106976790.002479072.73716018082.47907240.036906221.26283981922.31437716480.00106976790.002475852.73004162122.47585240.036906221.26995837882.31477546110.00106976790.002476272.73098136372.47627240.036906221.26901863632.31472288460.00106976790.002476222.73085730512.47622240.036906221.26914269492.31472982550.00106976790.002476222.73087368252.47622240.036906221.26912631752.31472890920.00106976790.002476222.73087152052.47622240.036906221.26912847952.31472903020.00106976790.002476222.73087180592.47622

Escogemos el comercial inmediatamente mayor:1 1/2pulg.

Tramo A-B

Longitud del tramo127.4mDimetro1.0498pulg.0.02666492mTemperatura20crea0.0005584335Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3518msnmCota Final3500msnmDif. Altura18mQdiseo0.7097lts/sTRUEPresin Nudo Final5Segn norma0.0007097177m3/sHT13m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)130.02666492131.31538789910.00055843350.000734560.88187835120.73456130.0266649212.11812164881.2680030230.00055843350.000708100.81948606840.70810130.0266649212.18051393161.27141031090.00055843350.000710000.82389611560.71000130.0266649212.17610388441.27116975840.00055843350.000709860.82358438060.70986130.0266649212.17641561941.27118676390.00055843350.000709870.82360641620.70987130.0266649212.17639358381.27118556180.00055843350.000709870.82360485860.70987130.0266649212.17639514141.27118564680.00055843350.000709870.82360496870.70987130.0266649212.17639503131.27118564080.00055843350.000709870.82360496090.70987130.0266649212.17639503911.27118564120.00055843350.000709870.82360496150.70987

Escogemos el comercial inmediatamente mayor:1 1/2pulg.

Tramo B-K

Longitud del tramo70.35mDimetro0.388pulg.0.0098552mTemperatura20crea0.0000762819Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3500msnmCota Final3472msnmDif. Altura28mQdiseo0.0806lts/sFALSEPresin Nudo Final10Segn norma0.0000805743m3/sHT18m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)180.0098552181.07184635240.00007628190.000081760.58555280480.08176180.009855217.41444719521.0533327120.00007628190.000080350.56549938950.08035180.009855217.43450061051.05397177220.00007628190.000080400.56618577810.08040180.009855217.43381422191.05394990440.00007628190.000080400.56616228390.08040180.009855217.43383771611.0539506530.00007628190.000080400.56616308810.08040180.009855217.43383691191.05395062730.00007628190.000080400.56616306060.08040180.009855217.43383693941.05395062820.00007628190.000080400.56616306150.08040180.009855217.43383693851.05395062820.00007628190.000080400.56616306150.08040180.009855217.43383693851.05395062820.00007628190.000080400.56616306150.08040

Escogemos el comercial inmediatamente mayor:1/2pulg.

Tramo B-J

Longitud del tramo111.65mDimetro0.6954pulg.0.01766316mTemperatura20crea0.0002450348Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3500msnmCota Final3480msnmDif. Altura20mQdiseo0.2748lts/sTRUEPresin Nudo Final5Segn norma0.0002747771m3/sHT15m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)150.01766316151.14744432330.00024503480.000281160.67106446240.28116150.0176631614.32893553761.12020601610.00024503480.000274490.63958283310.27449150.0176631614.36041716691.12149772150.00024503480.000274810.64105868470.27481150.0176631614.35894131531.12143719780.00024503480.000274790.64098949480.27479150.0176631614.35901050521.12144003530.00024503480.000274790.64099273850.27479150.0176631614.35900726151.12143990230.00024503480.000274790.64099258640.27479150.0176631614.35900741361.12143990860.00024503480.000274790.64099259350.27479150.0176631614.35900740651.12143990830.00024503480.000274790.64099259320.27479150.0176631614.35900740681.12143990830.00024503480.000274790.64099259320.27479

Escogemos el comercial inmediatamente mayor:1pulg.

Tramo J-L

Longitud del tramo64.13mDimetro0.423pulg.0.0107442mTemperatura20crea0.0000906649Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001mCota Inicio3480msnmCota Final3466msnmDif. Altura14mQdiseo0.0735lts/sTRUEPresin Nudo Final5Segn norma0.0000734503m3/sHT9mHTDimetrohfvelocidadreaCaudal=QHmQ(l/s)90.010744290.82931498650.00009066490.000075190.35054197080.0751990.01074428.64945802920.81197275880.00009066490.000073620.33603453670.0736290.01074428.66396546330.81269722760.00009066490.000073680.33663444640.0736890.01074428.66336555360.81266728120.00009066490.000073680.33660963810.0736890.01074428.66339036190.81266851960.00009066490.000073680.3366106640.0736890.01074428.6633893360.81266846840.00009066490.000073680.33661062160.0736890.01074428.66338937840.81266847060.00009066490.000073680.33661062340.0736890.01074428.66338937660.81266847050.00009066490.000073680.33661062330.0736890.01074428.66338937670.81266847050.00009066490.000073680.33661062330.07368

Escogemos el comercial inmediatamente mayor:1/2pulg.

Tramo A-C

Longitud del tramo148.41mDimetro1.661pulg.0.0421894mTemperatura20crea0.0013979692Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3518msnmCota Final3508msnmDif. Altura10mQdiseo1.3310lts/sTRUEPresin Nudo Final5Segn norma0.0013310042m3/sHT5m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)50.042189451.00206480350.00139796920.001400860.51179096351.4008650.04218944.48820903650.94668594190.00139796920.001323440.45678607171.3234450.04218944.54321392830.95278153520.00139796920.001331960.46268738731.3319650.04218944.53731261270.95212929670.00139796920.001331050.46205412721.3310550.04218944.53794587280.95219930720.00139796920.001331150.46212207991.3311550.04218944.53787792010.95219179490.00139796920.001331130.46211478811.3311350.04218944.53788521190.9521926010.00139796920.001331140.46211557061.3311450.04218944.53788442940.95219251450.00139796920.001331140.46211548661.3311450.04218944.53788451340.95219252380.00139796920.001331140.46211549561.33114

Escogemos el comercial inmediatamente mayor:2pulg

Tramo C-D

Longitud del tramo87.06mDimetro0.425pulg.0.010795mTemperatura20crea0.0000915243Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3508msnmCota Final3472msnmDif. Altura36mQdiseo0.0997lts/sTRUEPresin Nudo Final15Segn norma0.0000997128m3/sHT21m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)210.010795211.1080090780.00009152430.000101410.62573094650.10141210.01079520.37426905351.09051615580.00009152430.000099810.60612919770.09981210.01079520.39387080231.09106812540.00009152430.000099860.60674294310.09986210.01079520.39325705691.09105084680.00009152430.000099860.60672372590.09986210.01079520.39327627411.09105138780.00009152430.000099860.60672432770.09986210.01079520.39327567231.09105137090.00009152430.000099860.60672430880.09986210.01079520.39327569121.09105137140.00009152430.000099860.60672430940.09986210.01079520.39327569061.09105137140.00009152430.000099860.60672430940.09986210.01079520.39327569061.09105137140.00009152430.000099860.60672430940.09986

Escogemos el comercial inmediatamente mayor:1/2pulg.

Tramo C-E

Longitud del tramo83.94mDimetro1.02pulg.0.025908mTemperatura20crea0.0005271797Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3508msnmCota Final3488msnmDif. Altura20mQdiseo0.8655lts/sTRUEPresin Nudo Final5Segn norma0.0008654602m3/sHT15m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)150.025908151.72651726250.00052717970.000910181.5192975830.91018150.02590813.4807024171.63354438780.00052717970.000861171.36007505970.86117150.02590813.63992494031.64352369870.00052717970.000866431.37674319490.86643150.02590813.62325680511.64248173430.00052717970.000865881.37499808740.86588150.02590813.62500191261.64259085470.00052717970.000865941.3751807930.86594150.02590813.6248192071.64257943050.00052717970.000865931.37516166440.86593150.02590813.62483833561.64258062660.00052717970.000865941.37516366710.86594150.02590813.62483633291.64258050140.00052717970.000865941.37516345740.86594150.02590813.62483654261.64258051450.00052717970.000865941.37516347940.86594

Escogemos el comercial inmediatamente mayor:1 1/2pulg.

Tramo E-F

Longitud del tramo62.84mDimetro0.86pulg.0.021844mTemperatura20crea0.0003747617Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3488msnmCota Final3460msnmDif. Altura28mQdiseo0.6973lts/sTRUEPresin Nudo Final10Segn norma0.0006973481m3/sHT18m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)180.021844181.96545723950.00037476170.000736581.9689205710.73658180.02184416.0310794291.85126398180.00037476170.000693781.7467779460.69378180.02184416.2532220541.8644838760.00037476170.000698741.77181453820.69874180.02184416.22818546181.86299843080.00037476170.000698181.76899243290.69818180.02184416.23100756711.86316592590.00037476170.000698241.76931053390.69824180.02184416.23068946611.8631470470.00037476170.000698241.76927467830.69824180.02184416.23072532171.8631491750.00037476170.000698241.76927871980.69824180.02184416.23072128021.86314893510.00037476170.000698241.76927826430.69824180.02184416.23072173571.86314896220.00037476170.000698241.76927831560.69824

Escogemos el comercial inmediatamente mayor:1pulg

Tramo F-G

Longitud del tramo80.64mDimetro0.463pulg.0.0117602mTemperatura20crea0.0001086226Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3460msnmCota Final3444msnmDif. Altura16mQdiseo0.0924lts/sTRUEPresin Nudo Final5Segn norma0.0000923597m3/sHT11m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)110.0117602110.87098954870.00010862260.000094610.3866578970.09461110.011760210.6133421030.85460436470.00010862260.000092830.37224700320.09283110.011760210.62775299680.8552202430.00010862260.000092900.37278372270.09290110.011760210.62721627730.85519731250.00010862260.000092890.37276373260.09289110.011760210.62723626740.85519816660.00010862260.000092890.37276447710.09289110.011760210.62723552290.85519813480.00010862260.000092890.37276444940.09289110.011760210.62723555060.8551981360.00010862260.000092890.37276445040.09289110.011760210.62723554960.85519813590.00010862260.000092890.37276445040.09289110.011760210.62723554960.85519813590.00010862260.000092890.37276445040.09289

Escogemos el comercial inmediatamente mayor:1/2pulg.

Tramo F-H

Longitud del tramo107.17mDimetro0.689pulg.0.0175006mTemperatura20crea0.0002405452Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3460msnmCota Final3430msnmDif. Altura30mQdiseo0.3179lts/sTRUEPresin Nudo Final10Segn norma0.0003179104m3/sHT20m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)200.0175006201.35413208250.00024054520.000325730.93459413710.32573200.017500619.06540586291.32071652960.00024054520.000317690.88903779390.31769200.017500619.11096220611.32236387590.00024054520.000318090.8912569930.31809200.017500619.1087430071.32228367320.00024054520.000318070.89114888510.31807200.017500619.10885111491.32228758040.00024054520.000318070.89115415150.31807200.017500619.10884584851.32228739010.00024054520.000318070.8911538950.31807200.017500619.1088461051.32228739930.00024054520.000318070.89115390750.31807200.017500619.10884609251.32228739890.00024054520.000318070.89115390690.31807200.017500619.10884609311.32228739890.00024054520.000318070.89115390690.31807

Escogemos el comercial inmediatamente mayor:1pulg.

Tramo H-I

Longitud del tramo85.2mDimetro0.4486pulg.0.01139444mTemperatura20crea0.000101971Viscosidad Cinematica0.000001007m2/skm10Tuberia PVC - Ks0.0001m

Cota Inicio3430msnmCota Final3410msnmDif. Altura20mQdiseo0.0976lts/sTRUEPresin Nudo Final5Segn norma0.0000975825m3/sHT15m

HTDimetrohfvelocidadreaCaudal=QHmQ(l/s)150.01139444150.97495894040.0001019710.000099420.4844775410.09942150.0113944414.5155224590.95818836690.0001019710.000097710.46795359150.09771150.0113944414.53204640850.95876484620.0001019710.000097770.46851683510.09777150.0113944414.53148316490.95874520140.0001019710.000097760.46849763570.09776150.0113944414.53150236430.9587458710.0001019710.000097760.46849829010.09776150.0113944414.53150170990.95874584820.0001019710.000097760.46849826780.09776150.0113944414.53150173220.9587458490.0001019710.000097760.46849826860.09776150.0113944414.53150173140.9587458490.0001019710.000097760.46849826850.09776150.0113944414.53150173150.9587458490.0001019710.000097760.46849826850.09776

Escogemos el comercial inmediatamente mayor:1/2pulg.

Calculo de Presiones

TramoCota InicialCota FinalDif. AlturaHTP. InicialP. DeseadaP. FinalMan.-Reservorio35943570241411011Reservorio-P.D.357035521813358P.D.-A35523518342411011A-B351835001813358B-K35003472281881018B-J3500348020158513J-L3480346614910515A-C351835081058513C-D350834723621101525C-E3508348820158513E-F34883460281881018F-G34603444161110515F-H346034303020101020H-I34303410201510515

Fair-Wiple-HasiaoFAIR - WIPLE - HASIAO

TramoP.D.-ATramoA-BTramoB-KCota captacion3552Cota captacion3518Cota captacion3500Cota reservorio3518Cota reservorio3500Cota reservorio3472Longitud106.25Longitud127.4Longitud70.35Dif. Altura34Dif. Altura18Dif. Altura28Presin deseada10Presin deseada5Presin deseada10HT24HT13HT18Prdida Carga Unitaria(p.c.u.)0.2258823529Prdida Carga Unitaria(p.c.u.)0.1020408163Prdida Carga Unitaria(p.c.u.)0.2558635394Caudal2.4783082535Caudal0.7097177192Caudal0.0805742529Dimetro1.4932282574Dimetro0.9477683404Dimetro0.2034248382Dimetro elegido1 1/2Dimetro elegido1 1/2Dimetro elegido1/2TramoB-JTramoJ-LTramoA-CCota captacion3500Cota captacion3480Cota captacion3518Cota reservorio3480Cota reservorio3466Cota reservorio3508Longitud111.65Longitud64.13Longitud148.41Dif. Altura20Dif. Altura14Dif. Altura10Presin deseada5Presin deseada5Presin deseada5HT15HT9HT5Prdida Carga Unitaria(p.c.u.)0.1343484102Prdida Carga Unitaria(p.c.u.)0.1403399345Prdida Carga Unitaria(p.c.u.)0.0336904521Caudal0.2747771004Caudal0.0734502749Caudal1.3310041937Dimetro0.5046498889Dimetro0.2345476488Dimetro1.9441480108Dimetro elegido1Dimetro elegido1/2Dimetro elegido2TramoC-DTramoC-ETramoE-FCota captacion3508Cota captacion3508Cota captacion3488Cota reservorio3472Cota reservorio3488Cota reservorio3460Longitud87.06Longitud83.94Longitud62.84Dif. Altura36Dif. Altura20Dif. Altura28Presin deseada15Presin deseada5Presin deseada10HT21HT15HT18Prdida Carga Unitaria(p.c.u.)0.2412129566Prdida Carga Unitaria(p.c.u.)0.1786990708Prdida Carga Unitaria(p.c.u.)0.2864417568Caudal0.0997127855Caudal0.8654602481Caudal0.6973481111Dimetro0.2341423884Dimetro0.8846069632Dimetro0.6709794373Dimetro elegido1/2Dimetro elegido1 1/2Dimetro elegido1TramoF-GTramoF-HTramoH-ICota captacion3460Cota captacion3460Cota captacion3430Cota reservorio3444Cota reservorio3430Cota reservorio3410Longitud80.64Longitud107.17Longitud85.2Dif. Altura16Dif. Altura30Dif. Altura20Presin deseada5Presin deseada10Presin deseada5HT11HT20HT15Prdida Carga Unitaria(p.c.u.)0.1364087302Prdida Carga Unitaria(p.c.u.)0.1866193898Prdida Carga Unitaria(p.c.u.)0.176056338Caudal0.0923597406Caudal0.317910382Caudal0.0975824641Dimetro0.2697422326Dimetro0.6928489755Dimetro0.2561909091Dimetro elegido1/2Dimetro elegido1Dimetro elegido1/2