Q.en Tramo

PROYECTO:MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO SANITARIO EN PROLONGACION TRUJILLO (TRAMO: JR. AMAUTA CAMINO A AZA), PSJE. LAS GARDENIAS, PSJE. GLADIOLOS, JR. GLADIOLOS, DEL DISTRITO DE EL TAMBO, PROVINCIA DE HUANCAYO JUNIN.

CALCULO DE TUBERIASCONSTRUCCION DE DESAGUECAUDAL DE DISEO0.44M3/seg0.000331825Valor de n0.010

VERIFICACION DE DIAMRETO ( H = 3/4D )

BUZON AGUAS ARRIBABUZON AGUAS ABAJOCAUDALCAUDALLONGITUDPENDIENTEPENDIENTEDDDVelocidadDESCRP.COTADESCRP.COTATRAMOACUMULADOTRAMOSSTEORICOCOMERCIALTUBERIATRAMOm.s.n.m.m.s.n.m.(m3/s)(m3/s)(m)(m/Km)(m/m)(m)(m)(plg)(m/s)13308.5323307.640.023920.0239272.1012.340.072100.0960.20384.1823307.6433305.580.016520.0404549.8041.370.040390.1300.20383.1333305.5843304.100.016920.0573751.0029.020.022800.1650.20382.3543304.1053302.480.021540.0789164.9024.960.032460.1740.20382.8053302.4863301.690.016560.0954749.9015.830.132170.1440.20385.6563301.6973301.610.001980.097455.9813.380.001350.3420.20380.5773301.6183299.720.019660.1171159.2531.900.074120.1730.20384.2383299.7293299.180.008460.1255725.5021.180.010190.2580.20381.5793299.18103298.080.017590.1431653.0020.750.020790.2370.20382.24103298.08113296.530.017550.1607152.9029.300.021560.2460.20382.28113296.53123295.030.023860.1845771.9020.860.025130.2510.20382.47123295.03133293.650.019810.2043859.7023.120.021400.2690.20382.28133293.65143292.180.021400.2257864.5022.790.022790.2760.20382.35143292.18153290.600.021400.2471964.5024.500.039150.2580.20383.08153290.60163289.830.013390.2605840.3619.080.014720.3160.20381.89163289.83173288.860.017360.2779452.3218.540.020100.3050.20382.21173288.86183288.160.016010.2939548.2514.510.014510.3320.20381.87

Desague PROYECTO:MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO SANITARIO EN PROLONGACION TRUJILLO (TRAMO: JR. AMAUTA CAMINO A AZA), PSJE. LAS GARDENIAS, PSJE. GLADIOLOS, JR. GLADIOLOS, DEL DISTRITO DE EL TAMBO, PROVINCIA DE HUANCAYO JUNIN.LUGAR:

CALCULO DE POBLACION FUTURA939.60Pf = Pi ( 1 + r t )

Pi =810.00HabitantesPoblacin Actualr=0.80%Tasa de crecimientot=20.00AosPeriodo de diseo2454.4Pf=940HabitantesPoblacin Futura3681.63436.16

CALCULO DEL CAUDAL DE DISEO5154.244663.36DOTACION DE AGUA110.00Lt/hab/da19389.76

CAUDAL PROMEDIO DIARIOK 1 =1.30Segn ReglamentoK 2 =2.00Segn ReglamnetoQp=Pf * Dotacin / 86,400K t =2.60

Qp=1.20

CAUDAL MAXIMO DIARIO

Qmd=K 1 * Qp

Qmd=1.56

CAUDAL MAXIMO HORARIOQmh=K t * Qp

Qmh=3.11Lts/Seg.

CALCULO DE CAUDAL DE CONTRIBUCION AL DESAGUE

80% del Caudal Maximo Horario

Qmc=2.49Lts/Seg.

CALCULO DE CAUDAL DE INFILTRACION AL DESAGUE

Qinf =0.0008 Lts / Seg / mts. *1,326.00mts de TuberaQinf=1.06Lts/Seg.QinfxC=0.04 Lts / Seg /Copn.Cl.*3.00Conexiones ClandestinasQinfxC=0.12Lts/Seg.

CAUDAL MAXIMO

Qmh=3.67Lts/Seg.

Q.en Tramo mas 2 buzones

PROYECTO:MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE Y ALCANTARILLADO SANITARIO EN PROLONGACION TRUJILLO (TRAMO: JR. AMAUTA CAMINO A AZA), PSJE. LAS GARDENIAS, PSJE. GLADIOLOS, JR. GLADIOLOS, DEL DISTRITO DE EL TAMBO, PROVINCIA DE HUANCAYO JUNIN.

CALCULO DE TUBERIASCONSTRUCCION DE DESAGUECAUDAL DE DISEO0.003669M3/seg0.000002767Valor de n0.01

VERIFICACION DE DIAMRETO ( H = 3/4D )

BUZON AGUAS ARRIBABUZON AGUAS ABAJOCAUDALCAUDALLONGITUDPENDIENTEPENDIENTEDDVelocidadDESCRP.COTADESCRP.COTATRAMOACUMULADOTRAMOSSTEORICOCOMERCIALTRAMOm.s.n.m.m.s.n.m.(m3/s)(m3/s)(m)(m/Km)(m/m)(m)(m)(m/s)13240.1823234.980.000090.0000932.07162.150.162150.0100.2006.2023233.6833229.890.000080.0001730.00126.330.126330.0140.2005.4733229.3943224.680.000140.0003150.0094.200.094200.0180.2004.7243224.1853220.620.000090.0004033.97104.800.104800.0190.2004.9863240.2773233.450.000090.0004932.82207.800.207800.0180.2007.0273232.9583228.930.000110.0006140.6598.890.098890.0230.2004.8483228.4393225.010.000080.0006930.00114.000.114000.0230.2005.2093224.51103220.720.000120.0008141.8090.670.090670.0260.2004.63103220.2253220.120.000020.000826.2715.950.015950.0360.2001.9453220.12113219.990.000150.0009855.012.360.002360.0550.2000.75113219.99123219.840.000140.0011149.663.020.003020.0550.2000.85133222.28123220.340.000120.0012342.3645.800.045800.0340.2003.29123219.84143219.700.000170.0012861.572.270.002270.0610.2000.73143219.70153219.620.000110.0013940.002.000.002000.0650.2000.69153219.62163219.540.000220.0016280.001.000.001000.0780.2000.49163219.54173219.370.000110.0017239.314.320.004320.0610.2001.01193224.73133222.280.000140.0018751.0148.030.048030.0400.2003.37203229.84193224.730.000140.0020150.83100.530.100530.0360.2004.88213224.56133222.280.000110.0021139.2658.070.058070.0400.2003.71