calculo l.i mejico

RESUMENSAN PEDRO DE CARABAYLLOPRIMERA ALTERNATIVACUADRO RESUMEN DE RESERVORIOSRESERVORIOSCODIGO SEDAPALVolumen (M3)COTA FONDO (msnm)Impulsa al reservorioQb (lps)H.D.T. (m)EQUIPO DE BOMBEORP-01R-654300274.00RP-0260164.5103 BOMBAS TIPO CENTRIFUGA DE 120 HP

&L&"Times New Roman,Cursiva"&9INFORME FINAL&R&"Times New Roman,Cursiva"&9Perfil Reforzado: Ampliacin y Mejoramiento de los Sistemas de Agua Potable y Alcantarillado del Esquema San Pedro del Distrito de Carabayllo&L&"Times New Roman,Cursiva"&9Consorcio CRV

MEJICOALTERNATIVA N1LINEA DE IMPULSIONPP-01 A REP-011DATOS GENERALESTRAMO: PP-01 - REP-0130.641.1CAUDAL DE BOMBEOQ10.55l/sFORMULAS1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPEPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBA1.4COEF. HAZENC140COSTO DE TUBERIACT = 1.45*D1.54*L1.5DIFERENCIA C.T.H169.00mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.551.6LONGITUDL13007.00mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h9601.7PENDIENTES122.95m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD128.4mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/s2.0ALTURA DE SUCC. (ND)Hs57m2.1PRESION DE LLEGADAPs3.50m2.2VELOCIDAD SUCC.Vs0.48m/s2.3DIAMETRO SUCC.Ds38.1mm3257REP-012.4LONG. SUCC.Ls57m.2.5MATERIALHD2.6ALT. EST. TOTAL + NDDHR1-A126.00m15.30857142862.7PESO ESPECIFICOg1000.00Kg/m3DN 282.8EFICIENCIA BOMBAe75%2.9COSTO DE Kw-Hr0.158$ / Kw-hr3.0TASA DE COSTO OPORT.i9%3.1PERIODO DE DISEOn20aos13.33.2NIVEL DINAMICO DISEONDD0m1.5PP-01espesor6.73.3ALT. DE INGRESO TUB. REP-01Hi23.00m3188Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s2RESULTADOS TCNICOSTRAMO: PP-01 - REP-01NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)128.4251.1571.03212.231.35213.58129.00346.083.343.84248.3400.457.4022.040.2122.25129.00154.751.491.71360.3490.292.637.810.097.90129.00140.401.351.55488.9730.130.541.590.021.61129.00134.111.291.485114.3940.080.270.810.010.82129.00133.321.291.484"1RESULTADOS ECONOMICOSTRAMO: PP-01 - REP-01NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)128254181.6914107.802981.8427219.865443.9753935.16248408613.029050.061330.2212142.972428.5933564.863604912114.718572.011205.2311002.002200.4035094.354897322038.828360.331151.6710513.072102.6144166.5051149432452.678360.331151.6710513.072102.6154580.35# de equipos simultaneos01UNDQb por equipo0.55lpsHP por equipo3.84HPPotencia elegida5.00HPBOMBA TIPO SUMERGIBLESOLUCION:01 BOMBA TIPO SUMERGIBLE DE 5 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518

&R&"Times New Roman,Cursiva"&9LOCALIDAD: EL PORVENIR&L&"Times New Roman,Cursiva"&9Consorcio SANEAMIENTO NORTE

Balsa Flotante - PTAPALTERNATIVA 2MARS-2000LINEA DE IMPULSIONBalsa Flotante A PTAPDIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: Balsa Flotante - PTAP30.641.1CAUDAL DE BOMBEOQ160.00l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO24HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H1120.87mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal3001.6LONGITUDL14287mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES128.19m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1318.4mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.75m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs10m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.62m/s2.3DIAMETRO SUCC.Ds350mm369PTAPConclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls15m02# de equipos +1 Reserva603.5-1.52.5MATERIALHD30.00Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A130.87m164.51HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 300120.45HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe62%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mBalsa Flotante4.713505.0-2.03.3ALT. DE INGRESO TUB. PTAPHi22.50m1.214005.0-2.02484505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: Balsa Flotante - PTAP7006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)4286.089510006.0-2.514004000.480.682.670.242.91133.37139.78177.99204.693511006.0-2.523503500.621.285.090.395.48133.37142.35181.26208.4512006.0-2.533003000.852.6810.770.7411.51133.37148.38188.94217.2814009.0-3.042502501.226.4526.121.5227.64133.37164.51209.48240.9015009.0-3.052002001.9118.9177.353.7281.07133.37217.94277.51319.1416009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: Balsa Flotante - PTAP20009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES1400400433760.45125636.6860193.40512460.35102492.071234542.952350350353136.29126900.9861299.26521875.16104375.031167586.72NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)3300300278512.25129830.5963896.52543987.09108797.421125023.87e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)4250250210331.91137412.8370842.82603124.86120624.971142337.3914008.106.005.0013.10373.805200200149163.91160399.1793849.49798993.61159798.721362204.9023507.656.005.0012.65324.7033007.206.003.5010.70278.6042506.756.003.5010.25229.50# de equipos simultaneos02UND52006.306.003.509.80180.40Qb por equipo30.00lpsHP por equipo108.64HPPotencia elegida120.00HPBOMBAS TIPO CENTRIFUGASOLUCION:03 BOMBAS TIPO CENTRIFUGA DE 120 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518

&R&"Times New Roman,Cursiva"&9Perfil del Proyecto: Ampliacin y Mejoramiento de los Sistemas de Agua Potabley Alcantarillado para el Esquema Musa 4ta. Y 5ta Etapa distrito La Molina Lima&L&"Times New Roman,Cursiva"&9Consorcio RV y Asociados

Balsa Flotante - PTAP (ALTE 3ALTERNATIVO 3MARS-2000LINEA DE IMPULSIONBalsa Flotante A PTAPDIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: Balsa Flotante - PTAP30.641.1CAUDAL DE BOMBEOQ160.00l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO24HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H12.97mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal3001.6LONGITUDL150.5mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES158.81m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1318.4mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.75m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs10m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.62m/s2.3DIAMETRO SUCC.Ds350mm251PTAPConclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls15m01# de equipos +1 Reserva603.5-1.52.5MATERIALHD60.00Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A12.97m20.90HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 30030.60HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe62%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mBalsa Flotante4.713505.0-2.03.3ALT. DE INGRESO TUB. PTAPHi22.50m1.214005.0-2.02484505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: Balsa Flotante - PTAP7006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.514004000.485.940.060.240.3015.4719.2724.5428.223511006.0-2.523503500.629.700.100.390.4915.4719.4624.7828.5012006.0-2.533003000.8518.420.190.740.9315.4719.9025.3429.1414009.0-3.042502501.2238.220.411.521.9315.4720.9026.6130.6015009.0-3.052002001.9195.841.123.724.8415.4723.8130.3234.8716009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: Balsa Flotante - PTAP20009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES14004005109.6142250.318299.0470654.4114130.88140444.2523503504159.8742477.078380.2071345.3714269.07140631.58NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)33003003280.8243002.388569.5972957.7514591.55142402.09e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)42502502477.6744174.698999.0876614.2415322.85147588.5314008.106.005.0013.10373.8052002001757.1247462.4310253.7487295.8717459.17164228.3323507.656.005.0012.65324.7033007.206.003.5010.70278.6042506.756.003.5010.25229.50# de equipos simultaneos01UND52006.306.003.509.80180.40Qb por equipo60.00lpsHP por equipo29.14HPPotencia elegida30.00HPBOMBAS TIPO CENTRIFUGASOLUCION:02 BOMBAS TIPO CENTRIFUGA DE 30 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518


PTAP- RAE-05(ALTER 3ALTERNATIVO 3MARS-2000LINEA DE IMPULSIONPTAP A RAE-05DIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: PTAP - RAE-0530.641.1CAUDAL DE BOMBEOQ181.82l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H170.50mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal3501.6LONGITUDL1700mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES1100.71m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1346.1mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs0m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.85m/s2.3DIAMETRO SUCC.Ds350mm320RAE-05Conclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls8m01# de equipos +1 Reserva603.5-1.52.5MATERIALHD81.82Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A70.50m84.56HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 300126.13HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe83%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mPTAP4.713505.0-2.03.3ALT. DE INGRESO TUB. RAE-05Hi26.00m1.214005.0-2.02503554505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: PTAP - RAE-057006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.514504500.511.040.460.270.7376.5080.73104.72120.433511006.0-2.524004000.651.760.800.431.2376.5081.23105.36121.1612006.0-2.533503500.853.231.520.742.2676.5082.26106.70122.7114009.0-3.043003001.166.513.191.374.5676.5084.56109.68126.1315009.0-3.052502501.6715.077.702.8510.5576.5090.55117.45135.0716009.0-3.0418009.0-3.0RESULTADOS ECONOMICOSTRAMO: PTAP - RAE-0520009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES145045084912.0693845.8726560.99226128.6845225.74476673.34240040070826.2994160.8926723.31227510.6045502.12464723.21NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)335035057661.6394817.6827063.19230404.1946080.84456027.53e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)430030045476.6996265.1227819.03236839.0847367.82453767.7414508.556.005.0013.55422.90525025034343.9199958.1129789.80253617.3650723.47468432.6524008.106.005.0013.10373.8033507.656.005.0012.65324.7043007.206.003.5010.70278.60# de equipos simultaneos01UND52506.756.003.5010.25229.50Qb por equipo81.82lpsHP por equipo126.13HPPotencia elegida130.00HPBOMBAS TIPO TURBINASOLUCION:02 BOMBAS TIPO TURBINA DE 130 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518


RAE-05- REP-01(ALTER 3ALTERNATIVO 2MARS-2000LINEA DE IMPULSIONRAE-05 A REP-01DIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: RAE-05 - REP-0130.641.1CAUDAL DE BOMBEOQ142.40l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H126.86mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal2501.6LONGITUDL11574mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES117.07m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1249.1mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs0m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs2.40m/s2.3DIAMETRO SUCC.Ds150mm347.362REP-01Conclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls8m01# de equipos +1 Reserva603.5-1.52.5MATERIALHD42.40Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A26.86m42.49HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 25033.25HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe82%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mRAE-054.713505.0-2.03.3ALT. DE INGRESO TUB. REP-01Hi26.00m1.214005.0-2.03203554505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: RAE-05 - REP-017006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.513503500.440.951.300.21.5032.8637.8625.7629.623511006.0-2.523003000.601.762.400.372.7732.8639.1326.6230.6112006.0-2.532502500.863.895.380.756.1332.8642.4928.9133.2514009.0-3.042002001.3510.9015.301.8617.1632.8653.5236.4141.8715009.0-3.051501502.4042.5361.075.8866.9532.86103.3170.2880.8216009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: RAE-05 - REP-0120009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES1350350129656.2943392.946533.7255625.2411125.05246333.242300300102257.5944183.826751.8557482.3111496.46222172.03NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)325025077224.7346235.487332.6862427.2412485.45205705.58e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)420020054766.5052489.249234.9678622.4215724.48210837.6013507.656.005.0012.65324.70515015035164.9075362.6817825.69151760.1530352.03310465.4523007.206.003.5010.70278.6032506.756.003.5010.25229.5042006.306.003.509.80180.40# de equipos simultaneos01UND51505.856.003.509.50131.00Qb por equipo42.40lpsHP por equipo33.25HPPotencia elegida40.00HPBOMBAS TIPO TURBINASOLUCION:02 BOMBAS TIPO TURBINA DE 40 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518


Hoja1

Balsa Flotante - PTAP (Ant 1)ALTERNATIVO 2MARS-2000LINEA DE IMPULSIONBalsa Flotante A PTAPDIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: Balsa Flotante - PTAP30.641.1CAUDAL DE BOMBEOQ160.00l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO24HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H147.97mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal3001.6LONGITUDL1950.5mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES150.47m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1318.4mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.75m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs10m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.62m/s2.3DIAMETRO SUCC.Ds350mm296PTAPConclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls15m02# de equipos +1 Reserva603.5-1.52.5MATERIALHD30.00Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A57.97m71.36HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 30053.99HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe60%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mBalsa Flotante4.713505.0-2.03.3ALT. DE INGRESO TUB. PTAPHi22.50m1.214005.0-2.02484505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: Balsa Flotante - PTAP7006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.514004000.480.890.610.240.8560.4764.8285.2998.083511006.0-2.523503500.621.631.160.391.5560.4765.5286.2199.1412006.0-2.533003000.853.342.430.743.1760.4767.1488.34101.5914009.0-3.042502501.227.775.871.527.3960.4771.3693.89107.9715009.0-3.052002001.9122.1317.313.7221.0360.4785.00111.84128.6216009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: Balsa Flotante - PTAP20009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES140040096171.9983828.7228843.73245562.9349112.59503519.96235035078296.2584324.8529154.86248211.7649642.35489630.07NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)330030061750.8585464.4429875.19254344.3350868.87482303.68e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)425025046634.1288377.0531752.11270323.6154064.72491151.6114008.106.005.0013.10373.80520020033072.1597303.2437822.52322004.4364400.89554603.2323507.656.005.0012.65324.7033007.206.003.5010.70278.6042506.756.003.5010.25229.50# de equipos simultaneos02UND52006.306.003.509.80180.40Qb por equipo30.00lpsHP por equipo50.80HPPotencia elegida60.00HPBOMBAS TIPO CENTRIFUGASOLUCION:03 BOMBAS TIPO CENTRIFUGA DE 60 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518


PTAP- RAE-05(Ant 1)ALTERNATIVO 2MARS-2000LINEA DE IMPULSIONPTAP A RAE-05DIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: PTAP - RAE-0530.641.1CAUDAL DE BOMBEOQ170.58l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H124.80mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal3001.6LONGITUDL11590.5mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES115.59m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1321.4mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs0m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.73m/s2.3DIAMETRO SUCC.Ds350mm321RAE-05Conclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls8m02# de equipos +1 Reserva603.5-1.52.5MATERIALHD35.29Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A24.80m49.58HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 25032.29HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe82%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mPTAP4.713505.0-2.03.3ALT. DE INGRESO TUB. RAE-05Hi26.00m1.214005.0-2.02963554505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: PTAP - RAE-057006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.514004000.561.051.350.321.6730.8035.9740.7446.853511006.0-2.523503500.731.962.570.543.1130.8037.4142.3748.7312006.0-2.533003001.004.055.421.026.4430.8040.7446.1453.0614009.0-3.042502501.449.6113.162.1215.2830.8049.5856.1564.5715009.0-3.052002002.2527.7238.925.1744.0930.8078.3988.78102.1016009.0-3.0418009.0-3.0RESULTADOS ECONOMICOSTRAMO: PTAP - RAE-0520009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES1400400160927.4555835.5010333.2287972.5317594.51332663.212350350131015.4657053.3310746.6591492.2918298.46308606.19NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)3300300103329.5459791.7911702.8699633.0419926.61294383.84e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)425025078034.2766610.2814241.78121248.3024249.66304384.2914008.106.005.0013.10373.80520020055340.6185698.3022517.99191708.3438341.67393606.9123507.656.005.0012.65324.7033007.206.003.5010.70278.6042506.756.003.5010.25229.50# de equipos simultaneos02UND52006.306.003.509.80180.40Qb por equipo35.29lpsHP por equipo32.29HPPotencia elegida75.00HPBOMBAS TIPO TURBINASOLUCION:03 BOMBAS TIPO TURBINA DE 75 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518


RAE-05- RAP-01(Ant 1) (3)ALTERNATIVO 2MARS-2000LINEA DE IMPULSIONRAE-05 A RAP-01DIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: RAE-05 - RAP-0130.641.1CAUDAL DE BOMBEOQ142.40l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H135.70mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal2501.6LONGITUDL13265.8mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES110.93m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1249.1mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs0m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs2.40m/s2.3DIAMETRO SUCC.Ds150mm356RAP-01Conclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls8m02# de equipos +1 Reserva603.5-1.52.5MATERIALHD21.20Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A35.70m56.73HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 25022.19HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe82%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mRAE-054.713505.0-2.03.3ALT. DE INGRESO TUB. RAP-01Hi26.00m1.214005.0-2.03203554505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: RAE-05 - RAP-017006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.513503500.440.782.350.22.5541.7047.7532.4837.353511006.0-2.523003000.601.534.620.374.9941.7050.1934.1439.2612006.0-2.532502500.863.5310.780.7511.5341.7056.7338.5944.3814009.0-3.042002001.3510.1631.311.8633.1741.7078.3753.3261.3215009.0-3.051501502.4040.40126.075.88131.9541.70177.15120.52138.6016009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: RAE-05 - RAP-0120009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES1350350269016.2149293.288238.1770136.1914027.24410711.092300300212168.2550663.348659.2173720.7414744.15359955.69NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)3250250160229.0654195.109787.9083329.9116665.98324207.95e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)4200200113631.7964742.3513523.99115137.3523027.47330062.9513507.656.005.0012.65324.70515015072961.58101386.7930568.47260246.6252049.32517212.7823007.206.003.5010.70278.6032506.756.003.5010.25229.5042006.306.003.509.80180.40# de equipos simultaneos02UND51505.856.003.509.50131.00Qb por equipo21.20lpsHP por equipo22.19HPPotencia elegida50.00HPBOMBAS TIPO TURBINASOLUCION:03 BOMBAS TIPO TURBINA DE 50 HPDiametro bajo a 200 mm3 equipos de 30 hp2 equipos de 60 hp e igual caudal3 bombas tipo turbina de 60 HP bombeo 24 horas123003514"1230040164518


PTAP-01 - RAE-02Cuadro N 1MARS-2000LINEA DE IMPULSIONPTAP-01 A RAE-02DIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: PTAP-01 - RAE-0230.641.1CAUDAL DE BOMBEOQ111.32l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H112.00mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal1501.6LONGITUDL11780.5mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES16.74m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1128.7mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs0m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.36m/sRAE-022.3DIAMETRO SUCC.Ds200mm367Conclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls8m01# de equipos +1 Reserva603.5-1.52.5MATERIALHD11.32Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A12.00m28.40HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 1506.23HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe78%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mPTAP-013505.0-2.03.3ALT. DE INGRESO TUB. RAE-02Hi26.50m4005.0-2.03554505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: PTAP-01 - RAE-027006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.512502500.230.310.500.050.5518.5022.554.314.9611006.0-2.522002000.360.901.480.131.6118.5023.614.515.1912006.0-2.531501500.643.595.980.426.4018.5028.405.426.2314009.0-3.041001001.4425.3142.952.1245.0718.5067.0712.8114.7315009.0-3.0580802.2574.36127.235.17132.4018.50154.4029.4833.9016009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: PTAP-01 - RAE-0220009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES125025087356.1916231.601093.189306.861861.37115849.20220020061951.5616641.631143.919738.751947.7591423.60NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)315015039778.3318411.891374.7211703.772340.7573609.46e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)410010021304.2429549.553249.1027661.425532.2887296.5912506.756.003.5010.25229.505808015108.6146734.657477.2563658.0412731.61145710.1622006.306.003.509.80180.4031505.856.003.509.50131.0041005.406.003.509.5081.00# de equipos simultaneos01UND5805.226.003.509.5061.00Qb por equipo11.32lpsHP por equipo6.23HPPotencia elegida15.00HPBOMBAS TIPO TURBINASOLUCION:02 BOMBAS TIPO TURBINA DE 15 HP


RAP-01 - RAE-02 (ALTER 2)Cuadro N 1MARS-2000LINEA DE IMPULSIONRAP-01 A RAE-02DIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOTRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: RAP-01 - RAE-0230.641.1CAUDAL DE BOMBEOQ111.32l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H117.00mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal1501.6LONGITUDL11780.5mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES19.55m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1128.7mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs0m2.1PRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.36m/sRAE-022.3DIAMETRO SUCC.Ds200mm367Conclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls8m01# de equipos +1 Reserva603.5-1.52.5MATERIALHD11.32Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A17.00m33.40HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 1507.34HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe78%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i10%2503.5-1.53.1PERIODO DE DISEOn20aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mRAP-013505.0-2.03.3ALT. DE INGRESO TUB. RAE-02Hi26.50m4005.0-2.03504505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: RAP-01 - RAE-027006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.512502500.230.310.500.050.5523.5027.555.266.0511006.0-2.522002000.360.901.480.131.6123.5028.615.466.2812006.0-2.531501500.643.595.980.426.4023.5033.406.387.3414009.0-3.041001001.4425.3142.952.1245.0723.5072.0713.7615.8215009.0-3.0580802.2574.36127.235.17132.4023.50159.4030.4435.0116009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: RAP-01 - RAE-0220009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES125025087356.1918110.941334.1411358.292271.66120431.22220020061951.5618486.511384.8611790.092358.0295971.04NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)315015039778.3320139.571618.2113776.732755.3578068.19e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)410010021304.2430735.413490.0629712.855942.5791185.1312506.756.003.5010.25229.505808015108.6147565.657720.7465731.0113146.20149272.2122006.306.003.509.80180.4031505.856.003.509.50131.0041005.406.003.509.5081.00# de equipos simultaneos01UND5805.226.003.509.5061.00Qb por equipo11.32lpsHP por equipo7.34HPPotencia elegida15.00HPBOMBAS TIPO TURBINASOLUCION:02 BOMBAS TIPO TURBINA DE 15 HP


Hoja2

RP-06 - RP-05Cuadro N 1MARS-2000ANALISIS DE TECNICO Y COSTOS DE LA ALTERNATIVA SELECCIONADARP-06 A RP-05DIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOPRIMERA ALTERNATIVATRAMO R1-A1DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: RP-06 - RP-0530.641.1CAUDAL DE BOMBEOQ163.06l/sFORMULASe fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasPOTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e1.3MATERIALHDPOTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBADonde :1.4COEF. HAZENC130COSTO DE TUBERIACT = 1.45*D1.54*Le fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H190.00mCOSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55DN=dimetro nominal3001.6LONGITUDL11825mCOSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h960K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES149.32m/KmCOSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)1.8DIAMETROD1303.8mmCOSTO DE MANTENIMIENTOCM = 20 % CO1.9VELOCIDADV10.87m/se mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs0m2.1PRESION DE LLEGADAPs3.00m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.89m/s2.3DIAMETRO SUCC.Ds300mm430RP-05Conclusin:DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls5m2# de equipos +1 Reserva603.5-1.52.5MATERIALHD31.53Qb por equipo803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A90.00m107.11HDT15.30857142861003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3DN 30065.18HP por equipo1253.5-1.52.8EFICIENCIA BOMBAe75%1503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.53.0TASA DE COSTO OPORT.i12%2503.5-1.53.1PERIODO DE DISEOn17aos3003.5-1.53.2NIVEL DINAMICO DISEONDD0mRP-063505.0-2.03.3ALT. DE INGRESO TUB. RP-05Hi25.80m4005.0-2.03404505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: RP-06 - RP-057006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.514003740.571.131.740.332.0795.80100.87111.59122.7511006.0-2.523503250.762.213.440.594.0395.80102.83113.76125.1412006.0-2.533002791.034.557.231.088.3195.80107.11118.50130.3514009.0-3.042502301.5211.4618.552.3620.9195.80119.71132.44145.6815009.0-3.052001802.4736.1959.816.2366.0495.80164.84182.37200.6116009.0-3.0318009.0-3.0RESULTADOS ECONOMICOSTRAMO: RP-06 - RP-0520009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)3. TOTALES1400374166360.9894836.3727072.89192748.9738549.79519569.002350325133927.4795846.2927599.36196497.2539299.45493169.82NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)3300300118564.2398022.5828749.33204684.6140936.92490957.67e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)425023078486.02104205.7332131.32228763.1345752.63489338.8314008.106.005.0013.10373.80520018054174.04124252.5844244.86315007.0563001.41600679.9423507.656.005.0012.65324.7033007.206.003.5010.70278.6042506.756.003.5010.25229.50# de equipos simultaneos02UND52006.306.003.509.80180.40Qb por equipo31.53lpsHP por equipo65.18HPPotencia elegida75.00HPBOMBAS TIPO TURBINASOLUCION:03 BOMBAS TIPO TURBINA DE 75 HP

&L&"Times New Roman,Cursiva"&9INFORME FINAL&R&"Times New Roman,Cursiva"&9Perfil Recargado Ampliacin y Mejoramiento del Sistema de Agua Potable yAlcantarillado del Esquema Cieneguilla&L&"Times New Roman,Cursiva"&9Consorcio CRV

Pozos_RP-06MARS-2000MARS-2000MARS-2000MARS-2000MARS-2000MARS-2000MARS-2000MARS-2000MARS-2000ANALISIS DE COSTOS DE LA ALTERNATIVA SELECCIONADAPP-11, PP-10, PP-9, PP-8 y PP-7 A RP-06 - CIENEGUILLADIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOPRIMERA ALTERNATIVATRAMO P1-ATRAMO P2-ATRAMO P3-BTRAMO P4-CTRAMO P5-DTRAMO A-BTRAMO B-CTRAMO C-DTRAMO D-R11DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO PP-11 - ATRAMO PP-10 - ATRAMO PP-9 - B1.1CAUDAL DE BOMBEOQ126.79l/sCAUDAL DE BOMBEOQ226.79l/sCAUDAL DE BOMBEOQ326.79l/se fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasHORAS DE BOMBEO18Horas1.3MATERIALHDMATERIALHDMATERIALHDDonde :Donde :Donde :Donde :Donde :Donde :Donde :Donde :Donde :1.4COEF. HAZENC130COEF. HAZENC130COEF. HAZENC130e fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H12.95mDIFERENCIA C.T.H2-3.24mDIFERENCIA C.T.H3-1.58mDN=dimetro nominal200DN=dimetro nominal200DN=dimetro nominal200DN=dimetro nominal200DN=dimetro nominal150DN=dimetro nominal300DN=dimetro nominal350DN=dimetro nominal400DN=dimetro nominal4001.6LONGITUDL1338mLONGITUDL226mLONGITUDL316mK=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES18.74m/KmPENDIENTES2-124.65m/KmPENDIENTES3-98.5m/Km1.8DIAMETROD1198.0mmDIAMETROD2198.0mmDIAMETROD3198.0mm1.9VELOCIDADV10.87m/sVELOCIDADV20.87m/sVELOCIDADV30.87m/se mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs23.54mALTURA DE SUCC. (ND)Hs24.08mALTURA DE SUCC. (ND)Hs23.53m2.1PRESION DE LLEGADAPs3.50mPRESION DE LLEGADAPs3.50mPRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.85m/sVELOCIDAD SUCC.Vs0.85m/sVELOCIDAD SUCC.Vs0.85m/s2.3DIAMETRO SUCC.Ds200mmDIAMETRO SUCC.Ds200mmDIAMETRO SUCC.Ds200mmDNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls28.54mLONG. SUCC.Ls29.08mLONG. SUCC.Ls28.53m603.5-1.5603.5-1.5603.5-1.5603.5-1.5603.5-1.5603.5-1.5603.5-1.5603.5-1.5603.5-1.52.5MATERIALHDMATERIALHDMATERIALHD803.5-1.5803.5-1.5803.5-1.5803.5-1.5803.5-1.5803.5-1.5803.5-1.5803.5-1.5803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A36.49mALT. EST. TOTAL + NDDHR1-A30.84mALT. EST. TOTAL + NDDHR1-A31.95m1003.5-1.51003.5-1.51003.5-1.51003.5-1.51003.5-1.51003.5-1.51003.5-1.51003.5-1.51003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3PESO ESPECIFICOg1000.00Kg/m3PESO ESPECIFICOg1000.00Kg/m31253.5-1.51253.5-1.51253.5-1.51253.5-1.51253.5-1.51253.5-1.51253.5-1.51253.5-1.51253.5-1.52.8EFICIENCIA BOMBAe75%EFICIENCIA BOMBAe75%EFICIENCIA BOMBAe75%1503.5-1.51503.5-1.51503.5-1.51503.5-1.51503.5-1.51503.5-1.51503.5-1.51503.5-1.51503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hrCOSTO DE Kw-Hr0.045$ / Kw-hrCOSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.52003.5-1.52003.5-1.52003.5-1.52003.5-1.52003.5-1.52003.5-1.52003.5-1.52003.5-1.53.0TASA DE COSTO OPORT.i12%TASA DE COSTO OPORT.i12%TASA DE COSTO OPORT.i12%2503.5-1.52503.5-1.52503.5-1.52503.5-1.52503.5-1.52503.5-1.52503.5-1.52503.5-1.52503.5-1.53.1PERIODO DE DISEOn15aosPERIODO DE DISEOn15aosPERIODO DE DISEOn15aos3003.5-1.53003.5-1.53003.5-1.53003.5-1.53003.5-1.53003.5-1.53003.5-1.53003.5-1.53003.5-1.53.2NIVEL DINAM. DISEONDD10mNIVEL DINAM. DISEONDD10mNIVEL DINAM. DISEONDD10m3505.0-2.03505.0-2.03505.0-2.03505.0-2.03505.0-2.03505.0-2.03505.0-2.03505.0-2.03505.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.0TRAMO PP-8 - CTRAMO PP-7 - DTRAMO A-B5005.0-2.05005.0-2.05005.0-2.05005.0-2.05005.0-2.05005.0-2.05005.0-2.05005.0-2.05005.0-2.00.1CAUDAL DE BOMBEOQ126.79l/sCAUDAL DE BOMBEOQ116l/sCAUDAL DE BOMBEOQ353.58l/s6005.0-2.06005.0-2.06005.0-2.06005.0-2.06005.0-2.06005.0-2.06005.0-2.06005.0-2.06005.0-2.00.2HORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasHORAS DE BOMBEO18Horas7006.0-2.57006.0-2.57006.0-2.57006.0-2.57006.0-2.57006.0-2.57006.0-2.57006.0-2.57006.0-2.50.3MATERIALHDMATERIALHDMATERIALHD0.4COEF. HAZENC130COEF. HAZENC130COEF. HAZENC1300.5DIFERENCIA C.T.H1-1.17mDIFERENCIA C.T.H1-1.11mDIFERENCIA C.T.H38.13m0.6LONGITUDL126mLONGITUDL116mLONGITUDL3375m0.7PENDIENTES1-44.85m/KmPENDIENTES1-69.44m/KmPENDIENTES321.67m/Km0.8DIAMETROD1198.0mmDIAMETROD1153.0mmDIAMETROD3280.0mm0.9VELOCIDADV10.87m/sVELOCIDADV10.87m/sVELOCIDADV30.87m/s1.0ALTURA DE SUCC. (ND)Hs22.02mALTURA DE SUCC. (ND)Hs17.73mALT. EST. TOTALHA-R38.13m1.1PRESION DE LLEGADAPs3.50mPRESION DE LLEGADAPs3.50mALT. DE INGRESO TUB. R1Hi30.00m1.2VELOCIDAD SUCC.Vs0.85m/sVELOCIDAD SUCC.Vs0.85m/s1.3DIAMETRO SUCC.Ds200mmDIAMETRO SUCC.Ds200mm1.4LONG. SUCC.Ls27.02mLONG. SUCC.Ls22.73m1.5MATERIALHDMATERIALHD2422541.6ALT. EST. TOTAL + NDDHR1-A30.85mALT. EST. TOTAL + NDDHR1-A26.62m1.7PESO ESPECIFICOg1000.00Kg/m3PESO ESPECIFICOg1000.00Kg/m32472561.8EFICIENCIA BOMBAe75%EFICIENCIA BOMBAe75%1.9COSTO DE Kw-Hr0.045$ / Kw-hrCOSTO DE Kw-Hr0.045$ / Kw-hr2392533402.0TASA DE COSTO OPORT.i12%TASA DE COSTO OPORT.i12%2.1PERIODO DE DISEOn15aosPERIODO DE DISEOn15aos3.2NIVEL DINAM. DISEONDD10mNIVEL DINAM. DISEONDD10m236248257TRAMO B-CTRAMO C-DTRAMO D - RP-06CAUDAL DE BOMBEOQ380.37l/sCAUDAL DE BOMBEOQ3107.16l/sCAUDAL DE BOMBEOQ3123.16l/sHORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasMATERIALHDMATERIALHDMATERIALHDCOEF. HAZENC130COEF. HAZENC130COEF. HAZENC130DIFERENCIA C.T.H35.99mDIFERENCIA C.T.H32.80mDIFERENCIA C.T.H384.31mLONGITUDL3375mLONGITUDL3370mLONGITUDL34310mPENDIENTES315.98m/KmPENDIENTES37.58m/KmPENDIENTES319.56m/KmDIAMETROD3343.0mmDIAMETROD3396.0mmDIAMETROD3424.6mmVELOCIDADV30.87m/sVELOCIDADV30.87m/sVELOCIDADV30.87m/sALT. EST. TOTALHA-R35.99mALT. EST. TOTALHA-R32.80mALT. EST. TOTALHA-R384.31mALT. DE INGRESO TUB. R1Hi30.00mALT. DE INGRESO TUB. R1Hi30.00mALT. DE INGRESO TUB. R1Hi36.30mCriterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s2RESULTADOS TCNICOS :TRAMO PP-11 - A8006.0-2.58006.0-2.58006.0-2.58006.0-2.58006.0-2.58006.0-2.58006.0-2.58006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.59006.0-2.59006.0-2.59006.0-2.59006.0-2.59006.0-2.59006.0-2.59006.0-2.59006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.510006.0-2.510006.0-2.510006.0-2.510006.0-2.510006.0-2.510006.0-2.510006.0-2.510006.0-2.513002790.441.780.400.20.6036.4940.5919.0820.9911006.0-2.511006.0-2.511006.0-2.511006.0-2.511006.0-2.511006.0-2.511006.0-2.511006.0-2.511006.0-2.522502300.653.760.840.431.2736.4941.2619.3921.3312006.0-2.512006.0-2.512006.0-2.512006.0-2.512006.0-2.512006.0-2.512006.0-2.512006.0-2.512006.0-2.532001801.0510.562.441.133.5736.4943.5620.4722.5214009.0-3.014009.0-3.014009.0-3.014009.0-3.014009.0-3.014009.0-3.014009.0-3.014009.0-3.014009.0-3.041501311.9944.6711.064.0415.1036.4955.0925.8928.4815009.0-3.015009.0-3.015009.0-3.015009.0-3.015009.0-3.015009.0-3.015009.0-3.015009.0-3.015009.0-3.05100815.20416.42113.1627.59140.7536.49180.7484.9593.4516009.0-3.016009.0-3.016009.0-3.016009.0-3.016009.0-3.016009.0-3.016009.0-3.016009.0-3.016009.0-3.0318009.0-3.018009.0-3.018009.0-3.018009.0-3.018009.0-3.018009.0-3.018009.0-3.018009.0-3.018009.0-3.0RESULTADOS ECONOMICOS :TRAMO PP-11 - A20009.0-3.020009.0-3.020009.0-3.020009.0-3.020009.0-3.020009.0-3.020009.0-3.020009.0-3.020009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTALFORMULAS(mm)(mm)($)($)($)($)($)($)POTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e3. TOTALES3. TOTALES3. TOTALES3. TOTALES3. TOTALES3. TOTALES3. TOTALES3. TOTALES3. TOTALES130027919593.4935900.394629.0131527.566305.5197955.96POTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBA225023014536.0436220.034704.2232039.806407.9693908.05COSTO DE TUBERIACT = 1.45*D1.54*LNDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)320020011760.5337316.074966.2333824.326764.8694632.01COSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)41501316129.6942462.326281.1842780.278556.05106209.51COSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h13007.206.003.5010.70278.6013007.206.003.5010.70278.6013007.206.003.5010.70278.6013007.206.003.5010.70278.6012506.756.003.5010.25229.5014008.106.005.0013.10373.8014508.556.005.0013.55422.9015009.006.005.0014.00472.0015009.006.005.0014.00472.005100812923.5381624.5720609.75140370.2128074.04273602.10COSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)22506.756.003.5010.25229.5022506.756.003.5010.25229.5022506.756.003.5010.25229.5022506.756.003.5010.25229.5022006.306.003.509.80180.4023507.656.005.0012.65324.7024008.106.005.0013.10373.8024508.556.005.0013.55422.9024508.556.005.0013.55422.90COSTO DE MANTENIMIENTOCM = 20 % CO32006.306.003.509.80180.4032006.306.003.509.80180.4032006.306.003.509.80180.4032006.306.003.509.80180.4031505.856.003.509.50131.0033007.206.003.5010.70278.6033507.656.005.0012.65324.7034008.106.005.0013.10373.8034008.106.005.0013.10373.8041505.856.003.509.50131.0041505.856.003.509.50131.0041505.856.003.509.50131.0041505.856.003.509.50131.0041005.406.003.509.5081.0042506.756.003.5010.25229.5043007.206.003.5010.70278.6043507.656.005.0012.65324.7043507.656.005.0012.65324.703RESULTADOS TCNICOS :TRAMO PP-10 - A51005.406.003.509.5081.0051005.406.003.509.5081.0051005.406.003.509.5081.0051005.406.003.509.5081.005805.226.003.509.5061.0052006.306.003.509.80180.4052506.756.003.5010.25229.5053007.206.003.5010.70278.6053007.206.003.5010.70278.60NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)13002790.4413.460.150.20.3530.8434.6916.3017.9322502300.6523.850.190.430.6230.8434.9616.4318.0732001801.0556.920.351.131.4830.8435.8216.8418.5241501311.99199.621.154.045.1930.8439.5318.5820.445100815.201449.2310.0927.5937.6830.8472.0233.8537.243RESULTADOS ECONOMICOS :TRAMO PP-10 - ANDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)13002791507.1932921.853954.5526933.905386.7870704.2722502301118.1633066.003986.0927148.725429.7470748.713200200904.6633517.314085.5627826.205565.2471898.974150131471.5135379.874507.7030701.336140.2777200.68510081224.8949208.298212.3655933.2711186.65124765.464RESULTADOS TCNICOS :TRAMO PP-9 - BNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)13002790.4421.250.140.20.3431.9535.7916.8218.5022502300.6537.500.170.430.6031.9536.0516.9418.6332001801.0588.750.291.131.4231.9536.8717.3319.0641501311.99304.380.834.044.8731.9540.3218.9520.855100815.202148.756.7927.5934.3831.9569.8332.8236.103RESULTADOS ECONOMICOS :TRAMO PP-9 - BNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)1300279927.5033495.414080.7127793.165558.6371855.412250230688.1033626.644109.8227991.435598.2972014.283200200556.7134050.254204.4428635.875727.1773174.444150131290.1635765.654597.4731312.756262.5578228.58510081138.3948379.047962.4754231.3010846.26121557.465RESULTADOS TCNICOS :TRAMO PP-8 - CNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)13002790.4413.080.140.20.3430.8534.6916.3017.9322502300.6523.460.180.430.6130.8534.9616.4318.0732001801.0556.540.341.131.4730.8535.8216.8418.5241501311.99199.231.144.045.1830.8539.5318.5820.445100815.201448.8510.0827.5937.6730.8572.0233.8537.243RESULTADOS ECONOMICOS :TRAMO PP-8 - CNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)13002791507.1932921.853954.5526933.905386.7870704.2722502301118.1633066.003986.0927148.725429.7470748.713200200904.6633517.314085.5627826.205565.2471898.974150131471.5135379.874507.7030701.336140.2777200.68510081224.8949208.298212.3655933.2711186.65124765.466RESULTADOS TCNICOS :TRAMO PP-7 - DNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)12502300.3913.750.060.160.2226.6230.348.529.3722001800.6331.880.100.410.5126.6230.638.609.4631501311.19110.000.311.451.7626.6231.888.959.854100813.10773.752.579.8112.3826.6242.5011.9313.12580615.472512.509.6730.5340.2026.6270.3219.7421.713RESULTADOS ECONOMICOS :TRAMO PP-7 - DNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)1250230688.1023042.142067.0414078.332815.6742691.282200180474.9523160.892086.4514210.532842.1142774.933150150357.4623674.662171.3614788.842957.7743950.09410081138.3927728.942894.3419712.963942.5954417.225806189.4236578.174789.1332618.126523.6280598.467RESULTADOS TCNICOS (A-B)NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)14003740.491.390.270.250.528.138.658.138.94323503250.652.590.540.430.978.139.108.559.40533002790.885.121.130.791.928.1310.059.4510.39542502301.3012.292.891.724.618.1312.7411.9813.17852001802.1036.729.274.5013.778.1321.9020.5922.6494RESULTADOS ECONOMICOS (A-B)NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)140037434183.7622455.921972.4213433.892686.7874732.77235032527519.3423086.732074.3214127.912825.5869633.88330030024362.5124393.192292.6715615.063123.0169786.44425023016127.2627792.802906.4719795.573959.1170581.21520018011131.6537436.224995.3534022.656804.5394390.408RESULTADOS TCNICOS (B-C)NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)14504230.571.730.320.330.655.996.649.3610.29624003740.732.990.580.541.125.997.1110.0311.03333503250.975.601.140.962.105.998.0911.4112.55143002791.3211.152.401.784.185.9910.1714.3415.77452502301.9426.566.123.849.965.9915.9522.4924.7393RESULTADOS ECONOMICOS (B-C)NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)145042341339.1324265.142270.8315466.323093.2686434.68240037434183.7625205.572433.3816573.423314.6881710.81335035030890.1627057.532768.1818853.703770.7483340.31430027921738.3330681.963479.0323695.204739.0484333.56525023016127.2639298.435456.3137162.197432.44105476.639RESULTADOS TCNICOS (C-D)NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)15004720.611.890.320.380.702.803.506.587.23824504230.763.050.540.591.132.803.937.398.12934003740.985.300.980.981.962.804.768.959.84543503251.299.781.921.73.622.806.4212.0713.27753002791.7619.434.033.167.192.809.9918.7820.6583RESULTADOS ECONOMICOS (C-D)NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)150047248305.4919989.651596.3810872.732174.5582938.80245042340787.9521307.651792.8912211.132442.2378541.85340040037436.7523674.662171.3614788.842957.7781029.38435032527152.4227907.442928.3119944.323988.8681921.35530027921448.4935588.824556.2231031.806206.3698831.6910RESULTADOS TCNICOS (D - RP-06)NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)15004720.701.164.510.55.0184.3195.62206.61227.27124504230.881.977.690.798.4884.3199.09214.10235.5134003741.123.5514.011.2815.2984.31105.90228.82251.70243503251.496.9827.812.2730.0884.31120.69260.78286.85853002792.0214.5658.604.1662.7684.31153.37331.39364.5293RESULTADOS ECONOMICOS (D - RP-06)NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)1500472562693.67133080.4550125.73341399.5568279.911155579.312450423475124.45135712.6151942.88353775.9270755.181087311.043400400436087.60140767.6155514.11378099.0875619.821086088.224350325316288.99151262.7263267.94430909.3786181.871047910.895300279249845.92172570.9680398.66547584.38109516.881159916.8011RESUMEN DE CARGA DINAMICA TOTALNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADALT. DINAM TOTAL P11ALT. DINAM TOTAL P10ALT. DINAM TOTAL P9ALT. DINAM TOTAL P8ALT. DINAM TOTAL P7POT. BOMBA P11POT. INST. P11POT. BOMBA P10POT. INST. P10POT. BOMBA P09POT. INST. P09POT. BOMBA P4POT. INST. P4POT. BOMBA P5POT. INST. P5(mm)(mm)(m/s)HDT (m)HDT (m)HDT (m)HDT (m)HDT (m)(HP)(HP)(HP)(HP)(HP)(HP)(HP)(HP)(HP)(HP)15004720.70164.77157.03145.34136.20127.5077.4485.1873.8081.1868.3175.1464.0170.4121.7423.9124504230.88168.24160.50148.81139.67130.9779.0786.9875.4482.9869.9476.9365.6472.2022.2024.4234003741.12175.05167.31155.62146.48137.7882.2790.5078.6486.5073.1480.4568.8575.7423.0925.4043503251.49189.84182.10170.41161.27152.5789.2298.1485.5994.1580.0988.1075.8083.3825.0427.5453002792.02222.52214.78203.09193.95185.25104.58115.04100.95111.0595.45105.0091.16100.2829.3632.3013RESULTADOS ECONOMICOS FINALNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTALPOT. BOMBA P08POT. INST. P08POT. BOMBA P07POT. INST. P07(mm)(mm)($)($)($)($)($)($)(HP)(HP)(HP)(HP)1500472661631.86333951.1574068.96504473.65100894.731675020.3564.0170.4121.7423.912450423574062.64338128.5575764.80516023.79103204.761607184.5465.6472.2022.2024.423400374535025.79346191.2779088.56538661.46107732.291606699.3768.8575.7423.0925.404350325415227.18363195.8086306.22587819.97117563.991570113.1675.8083.3825.0427.545300279348784.11398648.69102260.27696480.84139296.171685470.0891.16100.2829.3632.30

&L&"Times New Roman,Cursiva"&9INFORME FINAL&R&"Times New Roman,Cursiva"&9Anteproyecto Ampliacin y Mejoramiento del Sistema de Agua Potable yAlcantarillado del Esquema Cieneguilla&L&"Times New Roman,Cursiva"&9Consorcio CRVPP-11PP-10PP-9PP-7RP-06ABDPP-8C

Pozos_RE-01MARS-2000MARS-2000MARS-2000ANALISIS DE COSTOS DE LA ALTERNATIVAPP-3 Y PE-773 A RE-01 CIENEGUILLADIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOPRIMERA ALTERNATIVATRAMO R1-ATRAMO A-R2TRAMO A-R31DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: PP-3 - ATRAMO: PE-773 - ATRAMO: A - RE-011.1CAUDAL DE BOMBEOQ113.31l/sCAUDAL DE BOMBEOQ213.31l/sCAUDAL DE BOMBEOQ326.62l/se fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasHORAS DE BOMBEO18Horas1.3MATERIALHDMATERIALHDMATERIALHDDonde :Donde :Donde :1.4COEF. HAZENC130COEF. HAZENC130COEF. HAZENC130e fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H11.75mDIFERENCIA C.T.H2-0.76mDIFERENCIA C.T.H363.16mDN=dimetro nominal150DN=dimetro nominal150DN=dimetro nominal2001.6LONGITUDL1290mLONGITUDL2220mLONGITUDL3560mK=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES16.03m/KmPENDIENTES2-3.46m/KmPENDIENTES3112.78m/Km1.8DIAMETROD1139.6mmDIAMETROD2139.6mmDIAMETROD3197.4mm1.9VELOCIDADV10.87m/sVELOCIDADV20.87m/sVELOCIDADV30.87m/se mnimo=6.00mme mnimo=6.00mme mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs32.66mALTURA DE SUCC. (ND)Hs35.32mALT. EST. TOTALHA-R363.16m2.1PRESION DE LLEGADAPs3.50mPRESION DE LLEGADAPs3.50mALT. DE INGRESO TUB. R1Hi36.30m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.42m/sVELOCIDAD SUCC.Vs0.42m/s2.3DIAMETRO SUCC.Ds200mmDIAMETRO SUCC.Ds200mmDNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls37.66mLONG. SUCC.Ls40.32m603.5-1.5603.5-1.5603.5-1.52.5MATERIALHDMATERIALHD429803.5-1.5803.5-1.5803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A44.41mALT. EST. TOTAL + NDDHR1-A44.56mRE-011003.5-1.51003.5-1.51003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3PESO ESPECIFICOg1000.00Kg/m31253.5-1.51253.5-1.51253.5-1.52.8EFICIENCIA BOMBAe75%EFICIENCIA BOMBAe75%DN 2001503.5-1.51503.5-1.51503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hrCOSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.52003.5-1.52003.5-1.53.0TASA DE COSTO OPORT.i12%TASA DE COSTO OPORT.i12%3662503.5-1.52503.5-1.52503.5-1.53.1PERIODO DE DISEOn15aosPERIODO DE DISEOn15aosADN 1503003.5-1.53003.5-1.53003.5-1.53.2NIVEL DINAM. DISEONDD10mNIVEL DINAM. DISEONDD10m3673505.0-2.03505.0-2.03505.0-2.0DN 150PE-7734005.0-2.04005.0-2.04005.0-2.04505.0-2.04505.0-2.04505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.05005.0-2.05005.0-2.0364PP-36005.0-2.06005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: PP-3 - A7006.0-2.57006.0-2.57006.0-2.58006.0-2.58006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.59006.0-2.59006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.510006.0-2.510006.0-2.512502300.321.070.210.10.3144.4148.2211.2612.38611006.0-2.511006.0-2.511006.0-2.522001800.522.970.580.280.8644.4148.7711.3912.52912006.0-2.512006.0-2.512006.0-2.531501310.9912.482.6213.6244.4151.5312.0313.23314009.0-3.014009.0-3.014009.0-3.04100812.58115.2826.646.7933.4344.4181.3418.9920.88915009.0-3.015009.0-3.015009.0-3.0580614.55437.00105.6021.13126.7344.41174.6440.7844.85816009.0-3.016009.0-3.016009.0-3.0318009.0-3.018009.0-3.018009.0-3.0RESULTADOS ECONOMICOSTRAMO: PP-3 - A20009.0-3.020009.0-3.020009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTALFORMULAS(mm)(mm)($)($)($)($)($)($)POTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e3. TOTALES3. TOTALES3. TOTALES125023012471.7526861.312731.7918605.853721.1764391.87POTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBA22001808608.4827031.432763.3318820.673764.1360988.04COSTO DE TUBERIACT = 1.45*D1.54*LNDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)31501506478.9227856.542918.6019878.193975.6461107.89COSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)4100812508.3635807.154607.1731378.816275.7680577.25COSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h12506.756.003.5010.25229.5012506.756.003.5010.25229.5013007.206.003.5010.70278.60580611620.8054516.389893.6567384.3113476.86146892.00COSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)22006.306.003.509.80180.4022006.306.003.509.80180.4022506.756.003.5010.25229.50COSTO DE MANTENIMIENTOCM = 20 % CO31505.856.003.509.50131.0031505.856.003.509.50131.0032006.306.003.509.80180.4041005.406.003.509.5081.0041005.406.003.509.5081.0041505.856.003.509.50131.003RESULTADOS TCNICOSTRAMO: PE-773 - A5805.226.003.509.5061.005805.226.003.509.5061.0051005.406.003.509.5081.00NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)12502300.321.230.170.10.2744.5648.3311.2912.4222001800.523.320.450.280.7344.5648.7911.3912.5331501310.9913.682.0113.0144.5651.0711.9313.124100812.58123.1420.306.7927.0944.5675.1517.5519.31580614.55461.4180.3821.13101.5144.56149.5734.9338.423RESULTADOS ECONOMICOSTRAMO: PE-773 - ANDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)12502309461.3326900.652739.0718655.433731.0961487.5722001806530.5727031.432763.3318820.673764.1358910.1331501504915.0427728.942894.3419712.963942.5959193.874100811902.8934287.314257.8128999.375799.8775247.25580611229.5750065.708474.3857717.8511543.57129031.074RESULTADOS TCNICOSTRAMO: A - RE-01NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)13002790.441.180.460.20.6663.1670.1232.7536.02522502300.642.841.170.421.5963.1671.0533.1836.49832001801.048.683.761.14.8663.1674.3234.7138.18141501311.9838.9117.79421.7963.1691.2542.6246.8825100815.17377.61184.1927.27211.4663.16280.92131.19144.3093RESULTADOS ECONOMICOSTRAMO: A - RE-01NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)130027932462.5848322.267945.4954115.6610823.13153669.12225023024083.3848670.198049.8154826.1710965.23146594.78320018016623.2749892.028421.0157354.3611470.87143761.53415013110155.7055855.8210340.0570424.6814084.94160861.195100814843.72103663.6431828.06216776.6043355.32400467.345RESUMEN DE CARGA DINAMICA TOTALNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADALT. DINAM TOTAL PP-3ALT. DINAM TOTAL PE-773POT. BOMBA PP-3POT. INST. PP-3POT. BOMBA PE-773POT. INST. PE-773(mm)(mm)(m/s)HDT (m)HDT (m)(HP)(HP)(HP)(HP)13002790.44121.65121.1928.4131.2528.3031.1322502300.64122.58122.1228.6231.4828.5231.3732001801.04125.85125.3929.3932.3329.2832.2141501311.98142.78142.3233.3436.6733.2336.555100815.17332.45331.9977.6385.3977.5285.27RESULTADOS ECONOMICOS FINALNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)130027943856.5489280.6113758.4393706.8018741.36259343.74225023035477.3489652.3113862.7694417.3818883.48252293.27320018028017.2390964.7614233.9596945.5019389.10249550.54415013121549.6697509.6516150.57109999.3421999.87267209.0951008116237.68155295.1837641.00256367.7551273.55516815.16

&L&"Times New Roman,Cursiva"&9INFORME FINAL&R&"Times New Roman,Cursiva"&9Anteproyecto Ampliacin y Mejoramiento del Sistema de Agua Potable yAlcantarillado del Esquema Cieneguilla&L&"Times New Roman,Cursiva"&9Consorcio CRV

Pozos_RP-04MARS-2000MARS-2000MARS-2000MARS-2000MARS-2000ANALISIS DE COSTOS DE LA ALTERNATIVAPP-4, PP-5 Y PP-6 A RP-04 CIENEGUILLADIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOPRIMERA ALTERNATIVATRAMO P1-ATRAMO P2-ATRAMO P3-BTRAMO A-BTRAMO B-R11DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: PP-4 - ATRAMO: PP-5 - ATRAMO: PP-6 - B1.1CAUDAL DE BOMBEOQ118.1l/sCAUDAL DE BOMBEOQ218.1l/sCAUDAL DE BOMBEOQ318.11l/se fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasHORAS DE BOMBEO18Horas1.3MATERIALHDMATERIALHDMATERIALHDDonde :Donde :Donde :Donde :Donde :1.4COEF. HAZENC130COEF. HAZENC130COEF. HAZENC130e fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H1-13.53mDIFERENCIA C.T.H20.01mDIFERENCIA C.T.H3-2.11mDN=dimetro nominal150DN=dimetro nominal150DN=dimetro nominal150DN=dimetro nominal250DN=dimetro nominal3001.6LONGITUDL12015mLONGITUDL236mLONGITUDL330mK=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES1-6.72m/KmPENDIENTES20.19m/KmPENDIENTES3-70.23m/Km1.8DIAMETROD1162.8mmDIAMETROD2162.8mmDIAMETROD3162.8mm1.9VELOCIDADV10.87m/sVELOCIDADV20.87m/sVELOCIDADV30.87m/se mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mme mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs33.05mALTURA DE SUCC. (ND)Hs24.26mALTURA DE SUCC. (ND)Hs40.58m2.1PRESION DE LLEGADAPs3.50mPRESION DE LLEGADAPs3.50mPRESION DE LLEGADAPs3.50m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.58m/sVELOCIDAD SUCC.Vs0.58m/sVELOCIDAD SUCC.Vs0.58m/s2.3DIAMETRO SUCC.Ds200mmDIAMETRO SUCC.Ds200mmDIAMETRO SUCC.Ds200mmDNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls38.05mLONG. SUCC.Ls29.26mLONG. SUCC.Ls45.58m603.5-1.5603.5-1.5603.5-1.5603.5-1.5603.5-1.52.5MATERIALHDMATERIALHDMATERIALHD803.5-1.5803.5-1.5803.5-1.5803.5-1.5803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A29.52mALT. EST. TOTAL + NDDHR1-A34.27mALT. EST. TOTAL + NDDHR1-A48.47m1003.5-1.51003.5-1.51003.5-1.51003.5-1.51003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3PESO ESPECIFICOg1000.00Kg/m3PESO ESPECIFICOg1000.00Kg/m31253.5-1.51253.5-1.51253.5-1.51253.5-1.51253.5-1.52.8EFICIENCIA BOMBAe75%EFICIENCIA BOMBAe75%EFICIENCIA BOMBAe75%1503.5-1.51503.5-1.51503.5-1.51503.5-1.51503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hrCOSTO DE Kw-Hr0.045$ / Kw-hrCOSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.52003.5-1.52003.5-1.52003.5-1.52003.5-1.53.0TASA DE COSTO OPORT.i12%TASA DE COSTO OPORT.i12%TASA DE COSTO OPORT.i12%2503.5-1.52503.5-1.52503.5-1.52503.5-1.52503.5-1.53.1PERIODO DE DISEOn15aosPERIODO DE DISEOn15aosPERIODO DE DISEOn15aos3003.5-1.53003.5-1.53003.5-1.53003.5-1.53003.5-1.53.2NIVEL DINAM. DISEONDD10mNIVEL DINAM. DISEONDD10mNIVEL DINAM. DISEONDD10m3505.0-2.03505.0-2.03505.0-2.03505.0-2.03505.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04005.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.04505.0-2.0TRAMO: A - BTRAMO: B - RP-045005.0-2.05005.0-2.05005.0-2.05005.0-2.05005.0-2.00.1CAUDAL DE BOMBEOQ336.2l/sCAUDAL DE BOMBEOQ354.3l/s3006005.0-2.06005.0-2.06005.0-2.06005.0-2.06005.0-2.00.2HORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasPP-67006.0-2.57006.0-2.57006.0-2.57006.0-2.57006.0-2.50.3MATERIALHDMATERIALHDDN 1500.4COEF. HAZENC130COEF. HAZENC130306BRP-040.5DIFERENCIA C.T.H3-8.11mDIFERENCIA C.T.H341.80mDN 200DN 3000.6LONGITUDL3586mLONGITUDL3450mDN 150A2983400.7PENDIENTES3-13.85m/KmPENDIENTES392.88m/KmDN 1500.8DIAMETROD3230.2mmDIAMETROD3282.0mm0.9VELOCIDADV30.87m/sVELOCIDADV30.87m/sPP-4PP-51.0ALT. EST. TOTALHA-R3-8.11mALT. EST. TOTALHA-R341.80m3203061.1ALT. DE INGRESO TUB. RP-04Hi30.00mALT. DE INGRESO TUB. RP-04Hi36.30mCriterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s2RESULTADOS TCNICOSTRAMO: PP-4 - A8006.0-2.58006.0-2.58006.0-2.58006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.59006.0-2.59006.0-2.59006.0-2.59006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.510006.0-2.510006.0-2.510006.0-2.510006.0-2.512502300.441.142.100.22.3029.5235.3211.2212.3411006.0-2.511006.0-2.511006.0-2.511006.0-2.511006.0-2.522001800.713.546.630.517.1429.5240.1612.7614.0412006.0-2.512006.0-2.512006.0-2.512006.0-2.512006.0-2.531501311.3416.3931.201.8333.0329.5266.0520.9923.0914009.0-3.014009.0-3.014009.0-3.014009.0-3.014009.0-3.04100813.51166.68323.2912.57335.8629.52368.88117.20128.9215009.0-3.015009.0-3.015009.0-3.015009.0-3.015009.0-3.0580616.20657.471285.5839.221324.8029.521357.82431.41474.5516009.0-3.016009.0-3.016009.0-3.016009.0-3.016009.0-3.0318009.0-3.018009.0-3.018009.0-3.018009.0-3.018009.0-3.0RESULTADOS ECONOMICOSTRAMO: PP-4 - A20009.0-3.020009.0-3.020009.0-3.020009.0-3.020009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTALFORMULAS(mm)(mm)($)($)($)($)($)($)POTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e3. TOTALES3. TOTALES3. TOTALES3. TOTALES3. TOTALES125023086657.1626808.782722.0918539.793707.96138435.78POTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBA220018059814.0728773.913095.7121084.464216.89116985.04COSTO DE TUBERIACT = 1.45*D1.54*LNDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)315015045017.3237834.495092.3934683.586936.72129564.50COSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)41008117428.7497429.6728433.94193659.7138731.94375684.00COSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h12506.756.003.5010.25229.5012506.756.003.5010.25229.5012506.756.003.5010.25229.5013507.656.005.0012.65324.7014008.106.005.0013.10373.805806111261.78199512.75104664.55712856.07142571.211170866.36COSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)22006.306.003.509.80180.4022006.306.003.509.80180.4022006.306.003.509.80180.4023007.206.003.5010.70278.6023507.656.005.0012.65324.70COSTO DE MANTENIMIENTOCM = 20 % CO31505.856.003.509.50131.0031505.856.003.509.50131.0031505.856.003.509.50131.0032506.756.003.5010.25229.5033007.206.003.5010.70278.6041005.406.003.509.5081.0041005.406.003.509.5081.0041005.406.003.509.5081.0042006.306.003.509.80180.4042506.756.003.5010.25229.503RESULTADOS TCNICOSTRAMO: PP-5 - A5805.226.003.509.5061.005805.226.003.509.5061.005805.226.003.509.5061.0051505.856.003.509.50131.0052006.306.003.509.80180.40NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)12502300.448.610.110.20.3134.2738.0812.1013.3122001800.7120.000.210.510.7234.2738.4912.2313.4531501311.3470.280.701.832.5334.2740.3012.8014.084100813.51528.336.4512.5719.0234.2756.7918.0419.84580616.201782.5024.9539.2264.1734.27101.9432.3935.633RESULTADOS ECONOMICOSTRAMO: PP-5 - ANDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)12502301548.2227945.572935.5919993.913998.7856422.0722001801068.6428110.312967.1320208.724041.7456396.543150150804.2828823.493105.4121150.534230.1158113.82410081311.3834810.574376.6929809.045961.8175269.4958061201.2048029.397858.1553520.7910704.16120313.694RESULTADOS TCNICOSTRAMO: PP-6 - BNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)12502300.4411.000.130.20.3348.4752.3016.6218.2822001800.7124.330.220.510.7348.4752.7016.7418.4131501311.3482.330.641.832.4748.4754.4417.3019.034100813.51603.005.5212.5718.0948.4770.0622.2624.49580616.202012.6721.1639.2260.3848.47112.3535.7039.273RESULTADOS ECONOMICOSTRAMO: PP-6 - BNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)12502301290.1833275.774032.1827462.635492.5371553.292200180890.5333407.704061.3027660.965532.1971552.683150150670.2334017.814197.1628586.295717.2673188.75410081259.4939076.885400.5136782.147356.4388875.4558061167.6750669.738661.1958990.1911798.04130286.825RESULTADOS TCNICOSTRAMO: A - BNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)13503250.441.020.400.20.60-8.11-7.51-4.77-5.24723002790.592.050.840.361.20-8.11-6.91-4.39-4.82932502300.885.032.160.792.95-8.11-5.16-3.28-3.60842001801.4215.386.952.069.01-8.110.900.570.62751501312.6968.7532.917.3840.29-8.1132.1820.4522.4954RESULTADOS ECONOMICOSTRAMO: A - BNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)135032543003.560.00-1157.25-7881.87-1576.370.00230027933969.770.00-1065.06-7253.98-1450.800.00325025028750.760.00-795.76-5419.81-1083.960.00420018017395.065206.10138.29941.87188.3723869.69515013110627.2237296.014961.3833791.296758.2693434.166RESULTADOS TCNICOSTRAMO: B - RP-04NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)14003740.501.310.330.260.5941.8048.6946.4151.05123503250.662.440.660.441.1041.8049.2046.9051.5933002790.894.871.380.812.1941.8050.2947.9352.72342502301.3111.763.541.755.2941.8053.3950.8955.97952001802.1335.5611.374.6316.0041.8064.1061.1067.213RESULTADOS ECONOMICOSTRAMO: B - RP-04NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)140037441020.5258535.2411259.5576687.2715337.45202840.03235032533023.2158874.3511378.4377496.9415499.39196272.32330030029235.0259582.0111628.3279198.9115839.78195484.04425023019352.7261578.4712346.4484089.9316817.99194185.55520018013357.9868093.1914823.49100960.7820192.16217427.607RESUMEN DE CARGA DINAMICA TOTALNDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADALT. DINAM TOTAL PP-4ALT. DINAM TOTAL PP-5ALT. DINAM TOTAL PP-6POT. BOMBA PP-4POT. INST. PP-4POT. BOMBA PP-5POT. INST. PP-5POT. BOMBA PP-6POT. INST. PP-6(mm)(mm)(m/s)HDT (m)HDT (m)HDT (m)(HP)(HP)(HP)(HP)(HP)(HP)14003740.50115.6489.89103.1336.7440.4128.5631.4232.7736.0523503250.66116.1590.40103.6436.9040.5928.7231.5932.9336.2233002790.89117.2491.49104.7337.2540.9829.0731.9833.2736.6042502301.31120.3494.59107.8338.2342.0530.0533.0634.2637.6952001802.13131.05105.30118.5441.6445.8033.4636.8137.6641.43RESULTADOS ECONOMICOS FINALNDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTAL(mm)(mm)($)($)($)($)($)($)1400374104907.41144632.3623792.80162049.5432409.91467792.02235032596910.10145023.1323909.25162842.6632568.53461253.67330027993121.91145866.8424161.57164561.1832912.24460623.74425023083239.61148238.2824877.27169435.7133887.14459678.01520018077244.87156222.7427356.75186323.1237264.62484412.10

&L&"Times New Roman,Cursiva"&9INFORME FINAL&R&"Times New Roman,Cursiva"&9Anteproyecto Ampliacin y Mejoramiento del Sistema de Agua Potable yAlcantarillado del Esquema Cieneguilla&L&"Times New Roman,Cursiva"&9Consorcio CRV

Pozos_RP-02MARS-2000MARS-2000MARS-2000ANALISIS DE COSTOS DE LA ALTERNATIVAPP-2 Y PP-1 A RP-02 CIENEGUILLADIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNODIMENSIONES DE ESPESORORES DE FIERRO FUNDIDO, REVESTIMIENTO Y DIAMETRO INTERNOPRIMERA ALTERNATIVATRAMO R1-ATRAMO A-R2TRAMO A-R31DATOS GENERALES1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)1. ESPESOR NOMINAL DE HIERRO FUNDIDO (ISO-2531)TRAMO: PP-2 - ATRAMO: PP-1 - ATRAMO: A - RP-021.1CAUDAL DE BOMBEOQ118.03l/sCAUDAL DE BOMBEOQ218.25l/sCAUDAL DE BOMBEOQ336.28l/se fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )e fierro fundido = K ( 0.5 + 0.001 DN )1.2HORAS DE BOMBEO18HorasHORAS DE BOMBEO18HorasHORAS DE BOMBEO18Horas1.3MATERIALHDMATERIALHDMATERIALHDDonde :Donde :Donde :1.4COEF. HAZENC130COEF. HAZENC130COEF. HAZENC130e fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mme fierro fundido=espesor nominal de la pared en mm1.5DIFERENCIA C.T.H113.40mDIFERENCIA C.T.H2-1.95mDIFERENCIA C.T.H363.14mDN=dimetro nominal150DN=dimetro nominal150DN=dimetro nominal2501.6LONGITUDL1705mLONGITUDL2240mLONGITUDL31800mK=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...9K=Clase de espesor, tomada en la serie de nmeros enteros : 8, 9, 10, 11,12...91.7PENDIENTES119.01m/KmPENDIENTES2-8.1m/KmPENDIENTES335.08m/Km1.8DIAMETROD1162.4mmDIAMETROD2163.4mmDIAMETROD3230.4mm1.9VELOCIDADV10.87m/sVELOCIDADV20.87m/sVELOCIDADV30.87m/se mnimo=6.00mme mnimo=6.00mme mnimo=6.00mm2.0ALTURA DE SUCC. (ND)Hs34mALTURA DE SUCC. (ND)Hs34mALT. EST. TOTALHA-R363.14m2.1PRESION DE LLEGADAPs3.50mPRESION DE LLEGADAPs3.50mALT. DE INGRESO TUB. R1Hi36.30m2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2. ESPESOR DE CEMENTO DE LOS TUBOS (ISO-4179)2.2VELOCIDAD SUCC.Vs0.57m/sVELOCIDAD SUCC.Vs0.58m/s2.3DIAMETRO SUCC.Ds200mmDIAMETRO SUCC.Ds200mmDNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)DNVALOR NOMINAL(mm)TOLERANCIA (mm)2.4LONG. SUCC.Ls39mLONG. SUCC.Ls39m603.5-1.5603.5-1.5603.5-1.52.5MATERIALHDMATERIALHD460803.5-1.5803.5-1.5803.5-1.52.6ALT. EST. TOTAL + NDDHR1-A57.40mALT. EST. TOTAL + NDDHR1-A42.05mRP-021003.5-1.51003.5-1.51003.5-1.52.7PESO ESPECIFICOg1000.00Kg/m3PESO ESPECIFICOg1000.00Kg/m31253.5-1.51253.5-1.51253.5-1.52.8EFICIENCIA BOMBAe75%EFICIENCIA BOMBAe75%DN 2501503.5-1.51503.5-1.51503.5-1.52.9COSTO DE Kw-Hr0.045$ / Kw-hrCOSTO DE Kw-Hr0.045$ / Kw-hr2003.5-1.52003.5-1.52003.5-1.53.0TASA DE COSTO OPORT.i12%TASA DE COSTO OPORT.i12%3972503.5-1.52503.5-1.52503.5-1.53.1PERIODO DE DISEOn15aosPERIODO DE DISEOn15aosADN 1503003.5-1.53003.5-1.53003.5-1.53.2NIVEL DINAM. DISEONDD10mNIVEL DINAM. DISEONDD10m3993505.0-2.03505.0-2.03505.0-2.0DN 150PP-14005.0-2.04005.0-2.04005.0-2.04505.0-2.04505.0-2.04505.0-2.0Criterio de Seleccin: Velocidad recomendable lnea de impulsin: 0.9 < V < 1.2 m/s5005.0-2.05005.0-2.05005.0-2.0383PP-26005.0-2.06005.0-2.06005.0-2.02RESULTADOS TCNICOSTRAMO: PP-2 - A7006.0-2.57006.0-2.57006.0-2.58006.0-2.58006.0-2.58006.0-2.5NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.9006.0-2.59006.0-2.59006.0-2.5(mm)(mm)(m/s)S (m/Km)hf (m)hk (m)ht (m)H (m)HDT (m)(HP)(HP)10006.0-2.510006.0-2.510006.0-2.512502300.441.400.790.20.9957.4061.8919.5721.52711006.0-2.511006.0-2.511006.0-2.522001800.714.102.380.512.8957.4063.7920.1722.18712006.0-2.512006.0-2.512006.0-2.531501311.3418.1010.931.8312.7657.4073.6623.2925.61914009.0-3.014009.0-3.014009.0-3.04100813.50177.45112.6012.5125.1057.40186.0058.8264.70215009.0-3.015009.0-3.015009.0-3.0580616.17689.45447.2138.85486.0657.40546.96172.96190.25616009.0-3.016009.0-3.016009.0-3.0318009.0-3.018009.0-3.018009.0-3.0RESULTADOS ECONOMICOSTRAMO: PP-2 - A20009.0-3.020009.0-3.020009.0-3.0NDIAMETRO NOMINALDIAMETRO INTERNOCOSTO TUBERIACOSTO EQUIP.COSTO ENERGIA FUNC.COSTO OPERAC.COSTO MANTEN.COSTO TOTALFORMULAS(mm)(mm)($)($)($)($)($)($)POTENCIA BOMBAPOT. BOMBA = g HDT x Qb /76 e3. TOTALES3. TOTALES3. TOTALES125023030319.2636404.584747.8932337.246467.45110276.42POTENCIA INSTALADAPOT. INST. = 1.1 POT. BOMBA220018020927.5137014.284893.4533328.626665.72102829.58COSTO DE TUBERIACT = 1.45*D1.54*LNDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)NDIAMETRO NOMINAL (mm)FIERRO FUNDIDOREVESTIMIENTOESPESOR TOTAL (mm)DIAMETRO INTERNO (mm)315015015750.4840061.235650.4038484.117696.82107643.04COSTO DE EQUIPAMIENTOCEq = 6730*POTinst.0.55e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)e fierro fundido(mm)e mnimo ff (mm)e cemento(mm)4100816097.9066683.7214270.3497193.3519438.67203683.98COSTO ENERG. FUNC.CE = POT. INST.* 0.746*Hb*365*CKw-h12506.756.003.5010.25229.5012506.756.003.5010.25229.5013507.656.005.0012.65324.70580613940.23120684.4141961.89285796.7557159.35509542.63COSTO DE OPERACINCO =CE * ( (1+i) n - 1) /( i*(1+i)n)22006.306.003.509.80180.4022006.306.003.509.80180.4023007.206.003.5010.70278.60COSTO DE MANTENIMIENTOCM = 20 % CO31505.856.003.509.50131.0031505.856.003.509.50131.0032506.756.003.5010.25229.5041005.406.003.509.5081.0041005.406.003.509.5081.0042006.306.003.509.80180.403RESULTADOS TCNICOSTRAMO: PP-1 - A5805.226.003.509.5061.005805.226.003.509.5061.0051505.856.003.509.50131.00NDIAMETRO NOMINALDIAMETRO INTERNOVELOCIDADPENDIENTEPERD. LONG. + COL + ECPERD. ACCES.PERD. TOTALALT. ESTAT.ALT. DINAMPOT. BOMBAPOT. INST.(mm)(mm)(m/s)S

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