Red Colecotora Chucchun Tramo 01
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CAUDALES DE DISEÑO PARA DESAGUE TRAMO 01 Proyecto Dato Resultado Lugar Fijo Elab. Por Jalado Fecha MAYO 2013 corregir 1. CAUDALES BASICOS DE DISEÑO 174 Datos: Donde : Pa = 174 Habitantes. Pa : Población Actual. i = 1.47 % i : Tasa de Crecimiento. T = 20.00 Años T : Vida Util del Proyecto. Dot = 100.00 lts/hab/día Dot : Dotación. 1.30 2.50 0.50 Factor de minima demanda P= 0.20 Perdidas fisicas P: Perdidas fisicas Cd= 0.80 Cd: Contribucion del desague Poblacion Futura Pf = 225 Habitantes. Pf : Población Futura. Contribucion de aguas residuales 0.26 lts/Seg. Caudal Promedio Anual. 0.34 lts/Seg. Caudal Máximo Horario. 0.65 lts/Seg. Caudal Máximo Diario. 0.13 2. CONTRIBUCION POR INFILTRACION Cr = 20000.00 lt/Km/día Cr : Contribución en la red Cb = 380.00 lt/buzón/día Cb : Contribución por buzón L = 1.00 Km L : Longitud total de la red B = 62.00 Und. B : Nº de buzones Qinf = (Cr x L + Cb x B)/86400 Caudal por infiltracion 0.50 lts/Seg. 3. CONTRIBUCION INSTITUCIONAL Dot = 0.29 Lt/seg./Has Dot : Dotación Ai = 0.20 Has Ai : Área de la Zona Institucional Qinst = Dot. x Ai Caudal Institucional 0.06 lts/Seg. 4. CONTRIBUCION POR CONEXIONES ERRADAS Qcont = 5.00 Lt/seg./Km2 Qcont : Contribución en la red (2-6 Lt/seg (2-6 Lt/seg/Km2) At = 0.07 Km2 At : Área total de drenaje Qce = At x Qcont Caudal por conexiones erradas 0.33 lts/Seg. 5. CAUDALES PARA EL DISEÑO DE UNIDADES Para el tanque Q`p = Qm + Qinf + Qins + Qce = Q`p = 1.15 lts/Seg. Para las unidades Hidraulicas Q´mh = Qmh + Qinf + Qins + Qce= Q´mh = 1.55 lts/Seg. Q´mín = Qmín + Qinf + Qins + Qce= Q´mín = 1.02 lts/Seg. INSTALACIONES DEL SISTEMA DE DESAGUE DEL CASERIO DE CHUCCHUN, DISTRITO DE CARHUAZ-PROVINCIA DE CARHUAZ ANCASH K1 = K1 : Coeficiente para Qmd K2 = K2 : Coeficiente para Qmh K3 = K3 : Qm = Qm : Qmd = Qmd : Qmh = Qmh : Qmin = QInf : QInf = QInst : QInst = Qce : Qce = Q m = P f ∗Dot 86400∗( 1−P )
description
DESAGUE
Transcript of Red Colecotora Chucchun Tramo 01
Cuadales de diseoCAUDALES DE DISEO PARA DESAGUE TRAMO 01ProyectoINSTALACIONES DEL SISTEMA DE DESAGUE DEL CASERIO DE CHUCCHUN, DISTRITO DE CARHUAZ-PROVINCIA DE CARHUAZ ANCASHDatoLeyendaResultadoLugarFijoElab. PorJaladoFechaMAYO 2013corregir1. CAUDALES BASICOS DE DISEO174Datos:Donde :Pa =174Habitantes.Pa :Poblacin Actual.i =1.47%i :Tasa de Crecimiento.T =20.00AosT :Vida Util del Proyecto.Dot =100.00lts/hab/daDot :Dotacin.K1 =1.30K1 :Coeficiente para QmdK2 =2.50K2 :Coeficiente para QmhK3 =0.50K3 :Factor de minima demandaP=0.20Perdidas fisicasP:Perdidas fisicasCd=0.80Cd:Contribucion del desaguePoblacion FuturaPf =225Habitantes.Pf :Poblacin Futura.Contribucion de aguas residualesQm =0.26lts/Seg.Qm :Caudal Promedio Anual.Qmd =0.34lts/Seg.Qmd :Caudal Mximo Horario.Qmh =0.65lts/Seg.Qmh :Caudal Mximo Diario.Qmin =0.132. CONTRIBUCION POR INFILTRACIONCr =20000.00lt/Km/daCr :Contribucin en la redCb =380.00lt/buzn/daCb :Contribucin por buznL =1.00KmL :Longitud total de la redB =62.00Und.B :N de buzonesQinf = (Cr x L + Cb x B)/86400QInf :Caudal por infiltracionQInf =0.50lts/Seg.3. CONTRIBUCION INSTITUCIONALDot =0.29Lt/seg./HasDot :DotacinAi =0.20HasAi :rea de la Zona InstitucionalQinst = Dot. x AiQInst :Caudal InstitucionalQInst =0.06lts/Seg.4. CONTRIBUCION POR CONEXIONES ERRADASQcont =5.00Lt/seg./Km2Qcont :Contribucin en la red (2-6 Lt/seg/Km2)(2-6 Lt/seg/Km2)At =0.07Km2At :rea total de drenajeQce = At x QcontQce :Caudal por conexiones erradasQce =0.33lts/Seg.5. CAUDALES PARA EL DISEO DE UNIDADESPara el tanqueQ`p =Qm + Qinf + Qins + Qce =Q`p =1.15lts/Seg.Para las unidades HidraulicasQmh =Qmh + Qinf + Qins + Qce=Qmh =1.55lts/Seg.Qmn =Qmn + Qinf + Qins + Qce=Qmn =1.02lts/Seg.
Red ColectoraCALCULO HIDRULICO DE LA RED DE ALCANTARILLADO SANITARIODATOSQ:1.55Lt/sCaudal de diseo (Caudal Mximo Horario)L:1003.21mLongitud total de redes colectorasq:0.00154l/s/mCaudal unitario de desague (Q/L)TRAMOCALLELONG. DEL TRAMO (m)TRAMO CONTRIBUYENTEGASTO (l/s)COTA DEL TERENO (m.s.n.m)LIMITE MIN. DE PROF. DEL COLECTORCOTA DE SOLERA DEL COLECTOR (m.s.n.m)DESNIVELPENDIENTE (%)DIAMETRO (pulg)CAUDAL A SECCION LLENA (l/s)VELOCIDAD A SEC. LLENA (m/s)RELACION Q/QoRELACION V/VoVELOCIDAD REAL (m/s)RELACION y/DoTIRANTE REAL (m)VEL. CRITICA (m/s)PENDIENTE MIN. (%)TENSION TRACTIVA (Pa)Ag ArribaAg. AbajoDescripcinContPrinc.Cont. Punt.Cont. TramoAg. AbajoAsumido Ag. AbajoAg ArribaAg. AbajoAg ArribaAg. AbajoAg. ArribaAg. Abajo12CALLE 0119.971-20.000.000.0310.031.502589.502589.601.001.202588.502588.400.100.508.0024.210.750.060.470.350.200.042.920.421.182319.712-30.030.040.0300.101.502589.602588.301.201.202588.402587.101.306.608.0087.872.710.020.290.790.090.022.050.867.713424.103-40.100.000.0370.141.502588.302587.501.201.202587.102586.300.803.328.0062.341.920.020.360.700.120.032.360.645.154512.004-50.140.120.0180.271.502587.502586.701.201.202586.302585.500.806.678.0088.352.720.020.290.800.090.022.050.867.80566.005-60.270.120.0090.401.502586.702586.701.201.302585.502585.400.101.678.0044.171.360.030.400.540.150.032.570.553.056729.876-70.400.000.0460.441.502586.702586.501.301.402585.402585.100.301.008.0034.291.060.040.430.450.170.032.700.492.037820.007-80.440.030.0310.501.502586.502586.501.401.502585.102585.000.100.508.0024.190.750.060.470.350.200.042.920.421.1881141.608-110.501.050.0641.621.622586.502586.201.501.602585.002584.600.400.968.0033.551.030.050.430.440.170.032.700.491.9491030.579-101.620.000.0471.661.662592.002588.001.001.202591.002586.804.2013.748.00126.833.910.010.291.140.090.022.050.8616.07101140.0010-111.660.000.0621.731.732588.002586.501.201.602586.802584.901.904.758.0074.572.300.020.360.830.120.032.360.647.371112CALLE 028.8611-120.000.000.0140.011.502586.502586.501.601.702584.902584.800.101.138.0036.351.120.040.430.480.170.032.700.492.280.00Resultado121327.8712-130.010.120.0430.171.502586.502586.301.701.802584.802584.500.301.088.0035.501.090.040.430.470.170.032.700.492.180.00Fijo131438.1013-140.170.000.0590.231.502586.302585.301.801.202584.502584.100.401.058.0035.061.080.040.430.460.170.032.700.492.120.00Jalado141536.0014-150.230.080.0550.361.502585.302585.351.201.602584.102583.750.350.978.0033.741.040.040.430.440.170.032.700.491.960.00corregir151640.1515-160.360.020.0620.441.502585.352585.051.601.702583.752583.350.401.008.0034.151.050.040.430.450.170.032.700.492.01161754.0016-170.440.000.0830.521.502585.052584.601.701.802583.352582.800.551.028.0034.531.060.040.430.450.170.032.700.492.061718CALLE 0340.0017-180.000.000.0620.061.502584.602584.101.801.702582.802582.400.401.008.0034.221.060.040.430.450.170.032.700.492.02181915.0018-190.060.030.0230.111.502584.102583.751.701.502582.402582.250.151.008.0034.221.060.040.430.450.170.032.700.492.0219205.7519-200.110.000.0090.121.502583.752583.751.501.602582.252582.150.101.748.0045.121.390.030.400.560.150.032.570.553.1820216.0020-210.120.080.0090.211.502583.752583.701.601.602582.152582.100.050.838.0031.240.960.050.430.410.170.032.700.491.68212220.3021-220.210.090.0310.331.502583.702583.501.601.602582.102581.900.200.998.0033.961.050.040.430.450.170.032.700.491.99222344.0022-230.330.000.0680.401.502583.502583.001.601.502581.902581.500.400.918.0032.621.010.050.430.430.170.032.700.491.84232440.0023-240.400.000.0620.461.502583.002582.001.501.202581.502580.800.701.758.0045.261.400.030.400.560.150.032.570.553.20252621.5525-260.460.520.0331.011.502586.802586.801.201.402585.602585.400.200.938.0032.961.020.050.430.430.170.032.700.491.88262721.2526-271.010.000.0331.051.502586.802586.401.401.202585.402585.200.200.948.0033.191.020.050.430.440.170.032.700.491.902728CALLE 0426.9427-280.000.000.0410.041.502586.402586.001.201.202585.202584.800.401.488.0041.691.290.040.400.510.150.032.570.552.72282926.9628-290.000.000.0420.041.502586.002585.701.201.202584.802584.500.301.118.0036.091.110.040.430.480.170.032.700.492.25293048.7739-300.040.000.0750.121.502585.702585.001.201.202584.502583.800.701.448.0040.991.260.040.400.510.150.032.570.552.623031CALLE 0548.8930-310.000.000.0750.081.502585.002584.001.201.202583.802582.801.002.058.0048.941.510.030.400.600.150.032.570.553.74313235.9331-320.000.000.0550.061.502584.002582.801.201.202582.802581.601.203.348.0062.531.930.020.360.700.120.032.360.645.18323339.0032-330.060.000.0600.121.502582.802582.401.201.202581.602581.200.401.038.0034.651.070.040.430.460.170.032.700.492.073324CALLE 0648.8633-240.000.000.0750.081.502582.402582.001.201.202581.202580.800.400.828.0030.960.950.050.430.410.170.032.700.491.65243410.0024-340.000.000.0150.021.502582.002580.301.201.202580.802579.101.7017.008.00141.084.350.010.291.270.090.022.050.8619.88343515.2734-350.000.000.0240.021.502580.302577.001.201.202579.102575.803.3021.618.00159.064.900.010.150.740.020.000.973.805.69353639.9435-360.020.030.0620.121.502577.002575.501.201.202575.802574.301.503.768.0066.312.040.020.360.740.120.032.360.645.831.001794.855.351.2913.8019.745.131.04
Abacoq/Qy/v/Vr/R0.0010.0070.050.16546666670.00250.010.10.20306666670.0050.020.150.24066666670.010.0920.2920.2390.020.1240.3620.3150.030.1480.40.370.040.1650.4270.410.050.1820.4530.4490.060.1960.4730.4810.070.210.4920.510.080.220.5050.530.090.2320.520.5540.10.2480.540.5860.110.2580.5530.6060.120.270.570.630.130.280.580.650.140.2890.590.6680.150.2980.60.6860.160.3080.6130.7040.170.3150.6240.7160.180.3230.6340.7290.190.3340.6450.7480.20.3460.6560.7680.210.3530.6640.780.220.3620.6720.7950.230.370.680.8090.240.3790.6870.8240.250.3860.6950.8360.260.3930.70.8480.270.40.7060.860.280.4090.7130.8740.290.4170.720.8860.30.4240.7290.8960.310.4310.7320.9070.320.4390.740.9190.330.4470.750.9310.340.4520.7550.9380.350.460.760.950.360.4680.7680.9620.370.4760.7760.9740.380.4820.7810.9830.390.4880.7870.9920.40.4980.7961.0070.410.5040.8021.0140.420.510.8061.0210.430.5160.811.0280.440.5230.8161.0350.450.530.8221.0430.460.5360.831.050.470.5420.8341.0560.480.550.841.0650.490.5570.8451.0730.50.5630.851.0790.510.570.8551.0870.520.5760.861.0940.530.5820.8651.10.540.5880.871.1070.550.5940.8751.1130.560.6010.881.1210.570.6080.8851.1250.580.6150.891.1290.590.620.8951.1320.60.6260.90.1360.610.6320.9031.1390.620.6390.9081.1430.630.6450.9131.1470.640.6510.9181.1510.650.6580.9221.1550.660.6660.9271.160.670.6720.9311.1630.680.6780.9361.1670.690.6860.9411.1720.70.6920.9451.1750.710.6990.9511.1790.720.7050.9551.1820.730.710.9581.1840.740.7190.9611.1880.750.7240.9651.190.760.7320.9691.1930.770.7380.9721.1950.780.7430.9751.1970.790.750.981.20.80.7560.9841.2020.810.7630.9871.2050.820.770.991.2080.830.7780.9931.2110.840.7850.9971.2140.850.7911.0011.2160.860.7981.0051.2190.870.8041.0071.2190.880.8131.0111.2150.890.821.0151.2140.90.8261.0181.2120.910.8351.0211.210.920.8431.0241.2070.930.8521.0271.2040.940.861.031.2020.950.8681.0331.20.960.8761.0361.1970.970.8841.0381.1950.980.8921.0391.1920.990.91.041.1910.9141.0411.1721.010.921.0421.1641.020.9311.0421.151.030.9421.0421.136
MBD00004FF5.unknown
