copia de calculos red colecotora chucchun tramo 03

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CAUDALES DE DISEÑO PARA DESAGUE TAMO 03 Proyecto Dato Resultado Lugar Fijo Elab. Por Jalado Fecha MARZO 2014 corregir 1. CAUDALES BASICOS DE DISEÑO Datos: Donde : Pa = 18 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 = 23 Habitantes. Pf : Población Futura. Contribucion de aguas residuales 0.03 lts/Seg. Caudal Promedio Anual. 0.04 lts/Seg. Caudal Máximo Horario. 0.07 lts/Seg. Caudal Máximo Diario. 0.01 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 = 0.62 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 0.42 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 = 0.83 lts/Seg. Para las unidades Hidraulicas Q´mh = Qmh + Qinf + Qins + Qce= Q´mh = 0.87 lts/Seg. Q´mín = Qmín + Qinf + Qins + Qce= Q´mín = 0.82 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∗( 1P )

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Cuadales de diseoCAUDALES DE DISEO PARA DESAGUE TAMO 03ProyectoINSTALACIONES DEL SISTEMA DE DESAGUE DEL CASERIO DE CHUCCHUN, DISTRITO DE CARHUAZ-PROVINCIA DE CARHUAZ ANCASHDatoLeyendaResultadoLugarFijoElab. PorJaladoFechaMARZO 2014corregir1. CAUDALES BASICOS DE DISEODatos:Donde :Pa =18Habitantes.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 =23Habitantes.Pf :Poblacin Futura.Contribucion de aguas residualesQm =0.03lts/Seg.Qm :Caudal Promedio Anual.Qmd =0.04lts/Seg.Qmd :Caudal Mximo Horario.Qmh =0.07lts/Seg.Qmh :Caudal Mximo Diario.Qmin =0.012. CONTRIBUCION POR INFILTRACIONCr =20000.00lt/Km/daCr :Contribucin en la redCb =380.00lt/buzn/daCb :Contribucin por buznL =0.62KmL :Longitud total de la redB =62.00Und.B :N de buzonesQinf = (Cr x L + Cb x B)/86400QInf :Caudal por infiltracionQInf =0.42lts/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 =0.83lts/Seg.Para las unidades HidraulicasQmh =Qmh + Qinf + Qins + Qce=Qmh =0.87lts/Seg.Qmn =Qmn + Qinf + Qins + Qce=Qmn =0.82lts/Seg.

Red ColectoraCALCULO HIDRULICO DE LA RED DE ALCANTARILLADO SANITARIODATOSQ:0.87Lt/sCaudal de diseo (Caudal Mximo Horario)L:624.11mLongitud total de redes colectorasq:0.00140l/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 0146.27-0.000.000.0650.061.502686.112685.851.001.202685.112684.650.460.998.0034.121.050.040.430.450.170.032.700.492.012341.001-20.060.020.0570.141.502685.852685.651.201.452684.652684.200.451.108.0035.851.110.040.430.470.170.032.700.492.223457.002-30.140.000.0800.221.502685.652686.581.451.802684.202684.78-0.581.028.0034.521.060.040.430.450.170.032.700.492.066543.036-50.220.030.0600.311.502687.452686.531.001.202686.452685.331.122.608.0055.201.700.030.360.620.120.032.360.644.045447.725-40.310.070.0670.451.502686.532686.581.201.802685.332684.780.551.158.0036.731.130.040.430.480.170.032.700.492.334739.934-70.450.000.0560.501.502686.582686.381.801.202684.782685.18-0.401.008.0034.251.060.040.430.450.170.032.700.492.027859.767-80.500.020.0840.611.502686.382684.561.201.202685.182683.361.823.058.0059.711.840.030.360.670.120.032.360.644.728961.978-90.610.470.0871.161.502684.562683.701.201.202683.362682.500.861.398.0040.311.240.040.400.500.150.032.570.552.5410934.0010-91.160.000.0481.211.502683.892683.701.001.202682.892682.500.391.158.0036.651.130.040.430.480.170.032.700.492.3291114.209-111.210.000.0201.231.502683.702683.301.201.202682.502682.100.402.828.0057.431.770.030.360.640.120.032.360.644.371112CALLE 0243.1811-120.000.000.0600.061.502683.302679.981.201.202682.102678.783.327.698.0094.882.930.020.290.850.090.022.050.868.990.00Resultado121347.1812-130.060.040.0660.171.502679.982677.201.201.202678.782676.002.785.898.0083.062.560.020.290.750.090.022.050.866.890.00Fijo131418.4513-140.170.000.0260.191.502677.202676.901.201.202676.002675.700.301.638.0043.631.350.030.400.540.150.032.570.552.970.00Jalado141531.6214-150.190.020.0440.261.502676.902676.401.201.202675.702675.200.501.588.0043.031.330.030.400.530.150.032.570.552.890.00corregir151638.8015-160.260.020.0540.331.502676.402675.531.201.202675.202674.330.872.248.0051.241.580.030.360.570.120.032.360.643.480.62740.622.840.505.798.462.110.43

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