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∗( 1−P )
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DESAGUE
Transcript of Copia de Calculos Red Colecotora Chucchun Tramo 03
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
