AguaPROYECTO : MEJORAMIENTO Y AMPLIACION DE LOS SISTEMAS DE AGUAPOTABLE Y DESAGUE PAUCARTAMBOLUGAR :AHUAYGAYAN - PAUCARTAMBOCALCULO DE POBLACION FUTURAPf = Pi ( 1 + r t )Pi=1,975.00HabitantesPoblacin Actualr=1.80%Tasa de crecimientot=20.00AosPeriodo de diseoPf=2,686HabitantesPoblacin FuturaCALCULO DEL CAUDAL DE DISEODOTACION DE AGUA120.00Lt/hab/daCAUDAL PROMEDIO DIARIOK 1 =1.30Segn ReglamentoK 2 =1.50Segn ReglamnetoQp=Pf * Dotacin / 86,400K t =1.95Qp=3.7306CAUDAL MAXIMO DIARIOQmd=K 1 * QpQmd=4.8497CAUDAL MAXIMO HORARIOQmh=K t * QpQmh=7.27Lts/Seg.CALCULO DE VOLUMEN DE REGULACIONVr=Qp. * 25 %104.754Donde :Qp. =Pf * DotacinQp. =322.32m3/daVr=104.75m3Volumen de DiseoVr=100.00m3Volumen a DisearCALCULO DEL TIEMPO DE LLENADO DEL RESERVORIOCaudal de Manantial, Aforo en tiempo de Estiaje =10.25Lts/Seg.Caudal a Captar del Manantial, Linea Conduccion =8.20Lts/Seg.al 80% de EfectividadTiempo=3Horas23Minutos15Segundos10.25Hora3.393.00Minutos23.2523Segundos15.1215

Agua1PROYECTO : MEJORAMIENTO Y AMPLIACION DE LOS SISTEMAS DE AGUAPOTABLE Y DESAGUE PAUCARTAMBOLUGAR :HUAPUCO - PAUCARTAMBOCALCULO DE POBLACION FUTURAPf = Pi ( 1 + r t )Pi=2,181.00HabitantesPoblacin Actualr=1.80%Tasa de crecimiento2181t=20.00AosPeriodo de diseoPf=2,966HabitantesPoblacin FuturaCALCULO DEL CAUDAL DE DISEODOTACION DE AGUA120.00Lt/hab/daCAUDAL PROMEDIO DIARIOK 1 =1.30Segn ReglamentoK 2 =1.50Segn ReglamnetoQp=Pf * Dotacin / 86,400K t =1.95Qp=4.1197CAUDAL MAXIMO DIARIOQmd=K 1 * QpQmd=5.3556CAUDAL MAXIMO HORARIOQmh=K t * QpQmh=8.03Lts/Seg.CALCULO DE VOLUMEN DE REGULACIONVr=Qp. * 25 %115.68024Donde :Qp. =Pf * DotacinQp. =355.94m3/daVr=115.68m3Volumen de DiseoVr=110.00m3Volumen a DisearCALCULO DEL TIEMPO DE LLENADO DEL RESERVORIOCaudal de Manantial, Aforo en tiempo de Estiaje =11.20Lts/Seg.Caudal a Captar del Manantial, Linea Conduccion =8.96Lts/Seg.al 80% de EfectividadTiempo=3Horas24Minutos36Segundos10.25Hora3.413.00Minutos24.6124Segundos36.7936

Q.en Tramo MEJORAMIENTO Y AMPLIACION DE LOS SISTEMAS DE AGUA POTABLE Y DESAGUE - PAUCARTAMBOCAUDAL DE DISEO0.017906M3/seg0.000003824Valor de n0.01VERIFICACION 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)BE-42799.7812798.830.000240.0002463.2015.030.015030.0230.1501.5612798.8322797.880.000240.0004863.2015.030.015030.0300.1501.5622797.8832792.390.000370.0008596.0057.190.057190.0290.2003.6832792.3942785.020.000360.0012194.0078.400.078400.0310.2004.3142785.0252776.930.000300.0015178.00103.720.103720.0320.2004.9652776.9362768.580.000360.0018794.0088.830.088830.0350.2004.5962768.5872764.800.000340.0022190.0042.000.042000.0430.2003.1572764.8082761.140.000310.0025280.0045.750.045750.0450.2003.2982761.14102757.540.000080.0025920.00180.000.180000.0350.2006.5392758.26BE-52757.960.000230.0002359.755.020.005020.0280.1500.9092758.26102757.540.000230.0002359.7512.050.012050.02315.00030.04102757.54112753.590.000260.0030867.0058.960.058960.0460.2003.74112753.59132749.750.000260.0033467.0057.310.057310.0480.2003.68132749.75122748.450.000180.0035146.5027.960.027960.0560.1502.12122748.45BE-62747.520.000180.0036946.5020.000.020000.0600.1501.80142746.93152745.640.000180.0001846.5027.740.027740.0180.1502.12132749.75152745.640.000180.0072045.9089.540.089540.0590.2004.61152745.64162743.740.000100.0074827.0070.370.070370.0620.2004.08162743.74192740.870.000260.0077468.0042.210.042210.0690.2003.16172742.29182741.540.000190.0001950.8514.750.014750.0210.1501.54182741.54192740.870.000190.0003950.8513.180.013180.0280.1501.46192740.87202738.000.000170.0083045.0063.780.063780.0660.2003.89202738.00212736.070.000170.0084845.0042.890.042890.0720.2003.19212736.07222734.300.000170.0086545.0039.330.039330.0730.2003.05222734.30232731.140.000170.0088245.0070.220.070220.0660.2004.08BE-72736.66232731.140.000290.0002977.0071.690.071690.0180.1503.40642744.30652743.940.000210.0002154.006.670.006670.0250.2001.26652743.94662742.100.000240.0004462.0029.680.029680.0250.2002.65662742.10672739.890.000280.0007374.0029.860.029860.0300.2002.66672739.89682736.800.000200.0009353.0058.300.058300.0300.2003.72682736.80692733.400.000270.0012070.0048.570.048570.0340.2003.39692733.40702732.040.000240.0014463.0021.590.021590.0420.2002.26702732.04712731.140.000230.0016760.0015.000.015000.0470.2001.88232731.14242728.020.000180.0109748.0065.000.065000.0730.2003.92BE-82733.98242728.020.000280.0002872.6082.090.082090.0180.1503.64242728.02252726.520.000230.0114760.0025.000.025000.0890.2002.43252726.52262725.260.000260.0117368.0018.530.018530.0950.2002.09262725.26272723.210.000280.0120274.0027.700.027700.0890.2002.56272723.21292722.400.000210.0122254.0015.000.015000.1000.2001.88282723.36292722.400.000240.0002464.0015.000.015000.0230.2001.880.00300292722.40302721.500.000230.0157060.0015.000.015000.1100.2001.88302721.50312720.570.000240.0159362.0015.000.015000.1100.2001.88312720.57322719.500.000270.0162171.0015.070.015070.1110.2001.89322719.50382718.010.000270.0164871.0020.990.020990.1050.2002.230.01000282723.36362721.760.000240.0102464.0025.000.025000.0850.2002.43362721.76372720.790.000210.0104554.0017.960.017960.0910.2002.06372720.79382718.010.000250.0107166.5041.800.041800.0790.2003.150.00800BE-102723.49332723.100.000290.0082975.005.200.005200.1050.2001.11332723.10342721.350.000290.0085775.0023.330.023330.0810.2002.35342721.35352720.540.000210.0087854.0015.000.015000.0880.2001.88352720.54382718.010.000190.0089750.0050.600.050600.0710.2003.46382718.01392714.360.000320.0364782.5044.240.044240.1230.2503.76392714.36402711.930.000230.0367060.0040.500.040500.1250.2503.59402711.93412709.800.000230.0369360.0035.500.035500.1290.2503.36412709.80422708.250.000230.0371660.0025.830.025830.1370.2502.87422708.25432705.530.000230.0373960.0045.330.045330.1240.2503.80432705.53442702.810.000250.0376465.0041.850.041850.1260.2503.65442702.81452699.160.000270.0379070.0052.140.052140.1210.2504.08452699.16632693.430.000270.0381770.0081.860.081860.1120.2505.11462726.85472720.900.000220.0002257.00104.390.104390.0150.1504.10472720.90482718.800.000220.0004457.0036.840.036840.0240.1502.44482718.80492716.170.000230.0006760.0043.830.043830.0270.1502.66492716.17502713.720.000230.0008960.0040.830.040830.0310.1502.57502713.72512712.140.000230.0011260.0026.330.026330.0370.1502.06512712.14522710.020.000250.0013765.0032.620.032620.0380.1502.29522710.02532707.190.000250.0016265.0043.540.043540.0380.1502.65532707.19542704.250.000210.0018355.0053.450.053450.0390.1502.94542704.25562699.510.000210.0020455.0086.180.086180.0370.1503.73552699.99562699.510.000150.0001540.0012.000.012000.0200.1501.39562699.51572698.760.000190.0023950.0015.000.015000.0540.1501.56572698.76582698.010.000190.0025850.0015.000.015000.0560.1501.56582698.01592696.760.000230.0028160.0020.830.020830.0540.1501.83592696.76602695.860.000230.0030460.4014.900.014900.0590.1501.55602695.86612695.360.000230.0032760.008.330.008330.0680.1501.16612695.36622694.450.000130.0034034.0026.760.026760.0560.1502.08622694.45632693.430.000260.0036668.0015.000.015000.0640.1501.56632693.43CR2693.000.000180.0420148.008.960.008960.1750.2501.690.017914,682.00

DesaguePROYECTO: MEJORAMIENTO Y AMPLIACION DE AGUA POTABLE Y DESAGUE DEL DISTRITO DE NINACACALUGAR :PAUCARTAMBOCALCULO DE POBLACION FUTURAPf = Pi ( 1 + r t )Pi=2,301.00HabitantesPoblacin Actualr=1.80%Tasa de crecimientot=20.00AosPeriodo de diseoPf=3,129HabitantesPoblacin FuturaCALCULO DEL CAUDAL DE DISEODOTACION DE AGUA120.00Lt/hab/daCAUDAL PROMEDIO DIARIOK 1 =1.30Segn ReglamentoK 2 =2.00Segn ReglamnetoQp=Pf * Dotacin / 86,400K t =2.60Qp=4.3463CAUDAL MAXIMO DIARIOQmd=K 1 * QpQmd=5.6502CAUDAL MAXIMO HORARIOQmh=K t * QpQmh=11.30Lts/Seg.CALCULO DE CAUDAL DE CONTRIBUCION AL DESAGUE80% del Caudal Maximo HorarioQmc=9.04Lts/Seg.CALCULO DE CAUDAL DE INFILTRACION AL DESAGUEQinf=0.0008 Lts / Seg / mts. *4,682.00mts de TuberaQinf=3.75Lts/Seg.QinfxC=0.06 Lts / Seg /Copn.Cl.*128.00Conexiones ClandestinasQinfxC=5.12Lts/Seg.CAUDAL MAXIMOQmh=17.91Lts/Seg.

Filtro LentoA.- NOMBRE DEL PROYECTO :AGUA POTABLE PAUCARTAMBO - HUAPUCOB.- NUMERO DE EXPEDIENTE :C.- LUGAR :PAUCARTAMBOE.- FECHA :1-Jul-04DISEO DE FILTRO LENTODatosUnidadCriteriosClculos1Caudal de diseoQl/s7.5701Caudal de diseoQm^3/h27.2522Nmero de unidadesNadim2.0003Velocidad de filtracinVfm/h0.3004Espesor capa de arenaEmAsumido0.200extrada en c/d raspada5Nmero de raspadosnadimAsumido6.000por ao6Area del medio filtranteASm^2AS = Q / (N*Vf)45.420de cada unidad7Coeficiente de mnimoKadimK = (2*N) / (N+1)1.333costo8Largo de cada unidadBmB =(AS*K)^(1/2)7.782Usar B=7.5009Ancho de cada unidadAmA = (AS/K)^(1/2)5.837Usar A=4.00010Volumen del depsitoVm^3V = 2*A*B*E*n72.000para almacenar arenadurante 2 aos11Vel.de Filtracin RealVRm/hV = Q/(2*A*B)0.454Criterio de diseoparafiltrolentoParmetrosUnidadValores1Velocidad de filtracinm/h0.10 - 0.302Area mxima de cadam^210 - 200unidad3Nmero mnimo de und24Borde Librem0.20 - 0.305Capa de aguam1.0 - 1.56Altura del lecho filtrantem0.80 - 1.007Granulometra del lechomm0.15 - 0.358Altura de capa soportem0.10 - 0.309Granulometria gravamm1.5 - 4010Altura de drenajem0.10 - 0.25WDPFuente CEPIS

Hazen WilliamsCALCULO DE LA LINEA DE CONDUCCIONLA FORMULA DE HAZEN WILLIAMS2.630.54D"Q = 0.0004264 C D SCALCULO DE LA PENDIENTECRP6 ( 8 )3,659.54CotaH =8.543,651.00CotaRESERVORIO 200 m3Distancia547.85mts.Pendiente15.59m/Km.CALCULO DEL DIAMETROD =En PulgadasDatos :Caudal :4.85Lts/SegPendiente :15.59m/Km.4.41Coef. Hazen :140pie/seg.D =3.03PulgadasCALCULO DEL CAUDALQ =Lts/SegDatos :Diametro :3.00Pulgadas17.98Pendiente :15.59m/Km.4.41Coef. Hazen :140pie/seg.Q =4.73Lts/SegCALCULO DE LA PERDIDAS DE CARGAFormula61.85Hf. = 1.72 * 10L Q1.85 4.87C DDatos :Longitud :547.85mts.Caudal :4.85Lts/Seg18.56Coef. Hazen :140.00pie/seg.9339.78Diametro :3.00Pulgadas210.66Hf. =8.89mts.CRP6 ( 8 )3,659.54CotaHf. =8.89Hd. =(0.35)3,651.00CotaRESERVORIO 200 m3Distancia547.85mts.CALCULO DE VELOCIDADDatos :Area0.00456Velocidad V =1.06mts/seg