Diseo CaudalMUNICIPALIDAD DISTRITAL DE YANACANCHADISEO ALCANTARILLADOFecha:5/6/14SNIP:245402Proyecto:MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE E INSTALACION DEL SERVICIO DE DESAGUE Y TRATAMIENTO DE AGUAS RESIDUALES EN LOS BARRIOS CENTRO, LOS INCAS Y C.P. ACHIPAMPA, DISTRITO DE YANACANCHA - CHUPACA - JUNINUbicacin:REGIONPROVINCIADISTRITOLUGARJUNINCHUPACAYANACANCHAACHIPAMPA Y SOL NACIENTECALCULO DEL CAUDAL DE DISEOPOBLACION ACTUAL (Po)1,050habCAUDAL DE AGUAS RESIDUALESTASA DE CRECIMIENTO1.06%Qprom = 0,80 * Pob * Dot/1000152.712m3/dPERIODO DE DISEO (t)20aosCAUDAL MAXIMO HORARIO (m3/seg)POBLACION FUTURAQmx horario = 1.5 * 2 * Qprom0.00353500m3/segPf = Po * (1+r*t/100)1,273hab.CAUDAL DE INFILTRACIONDOTACION150Lt/hab/dia- Nmero de buzones de la red114Buzones- Qinf. = 380 Lt/buzn x da x N buzones0.00050139m3/segLONGITUD TOTAL DE LA RED1,446.25mlCAUDAL DE DISEO0.00404m3/seg4.0364lt/segCAUDAL UNITARIO0.00000279m3/seg0.00279lt/seg

INGRESA POBLACION ACTUALINGRESA LA TASA DE CRECIMIENTO POBLACIONALINGRESA DOTACION DEL AGUAINGRESA LONGITUD DE LA RED DE ALCANTARILLADOINGRESA LA CANTIDAD DE BUZONES

DISEO DE CALCULOMUNICIPALIDAD DISTRITAL DE YANACANCHADISEO ALCANTARILLADOFecha:7/1/14SNIP:245402Proyecto:MEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE E INSTALACION DEL SERVICIO DE DESAGUE Y TRATAMIENTO DE AGUAS RESIDUALES EN LOS BARRIOS CENTRO, LOS INCAS Y C.P. ACHIPAMPA, DISTRITO DE YANACANCHA - CHUPACA - JUNINUbicacin:REGIONPROVINCIADISTRITOLUGARJUNINCHUPACAYANACANCHAACHIPAMPA Y SOL NACIENTECALCULO DE LA RED DE ALCANTARILLADOPoblacin Actual:1050.00hab.DIAMETROPENDIENTEMINIMA (Smn)CAPACIDAD TUBERIA LLENATasa de Crecimiento:1.06%Poblacin Futura:1273hab.VelocidadCaudalDotacin:150l/hab/daPulgo/oom/sl/sCaudal Descarga Aguas Residuales:3.5350l/s4.006.530.534.20Numero de Buzones31und6.004.350.5710.00Aporte por Infiltracin lluvias0.5014l/s8.003.270.6018.70Caudal de Diseo4.0364l/sLongitud Total1,446.25mLongitud Colectores Existentes0.00mLongitud Colectores Proyectadas1,096.65mLongitud Emisor Existente0.00mLongitud Emisor Proyectada349.60mCaudal Unitario:0.00279l/s/mTRAMO:CALLE PEDRO CAMAYOItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)11-2BZ-13884.003882.801.20BZ-23882.0003880.81.2080.0000.025002.500.221.001.221.5020080.005467.482.150.020.880.103.202.15OkPVC-UF1.2022-3BZ-23882.003880.801.20BZ-33877.0003875.81.2080.0000.062506.250.221.221.451.5020080.0054106.703.390.011.200.086.461.93OkPVC-UF1.2033-4BZ-33877.003875.801.20BZ-43875.0003873.81.2080.0000.025002.500.221.451.671.6720080.005467.482.150.020.900.113.352.20OkPVC-UF1.2044-5BZ-43875.003873.801.20BZ-53872.5003871.31.2080.0000.031253.130.221.671.891.8920080.005375.452.400.031.020.114.232.21OkPVC-UF1.2055-6BZ-53872.503871.301.20BZ-63870.6003869.41.2080.0000.023752.380.221.892.122.1220080.005365.782.090.030.950.123.582.33OkPVC-UF1.2066-7BZ-63870.603869.401.20BZ-73869.0003867.81.2080.0000.020002.000.222.122.342.3420080.005360.361.920.040.930.133.282.43OkPVC-UF1.2077-8BZ-73869.003867.801.20BZ-83868.0003866.81.2055.7600.017931.790.162.342.502.5020080.005357.161.820.040.900.143.092.49OkPVC-UF1.2088-9BZ-83868.003866.801.20BZ-93865.2003864.01.2070.4600.039743.970.202.502.692.6920080.005285.082.710.031.230.125.952.32OkPVC-UF1.2099-10BZ-93865.203864.001.20BZ-103863.0003861.81.2070.4600.031223.120.202.692.892.8920080.005275.422.400.041.150.135.092.42OkPVC-UF1.201010-11BZ-103863.003861.801.20BZ-113861.5003858.53.0070.4600.046844.680.202.893.093.0920080.005292.372.940.031.360.137.202.35OkPVC-UF2.101111-12BZ-113861.503858.503.00BZ-123859.0003857.81.2057.9700.012081.210.163.093.253.2520080.005246.901.490.070.850.182.572.77OkPVC-UF2.101212-13BZ-123859.003857.801.20BZ-133857.0003854.03.0057.9700.065556.560.163.253.413.4120080.0052109.283.480.031.570.129.762.32OkPVC-UF2.101313-14BZ-133857.003854.003.00BZ-143854.3003851.33.0069.8700.038643.860.203.413.603.6020080.005283.902.670.041.330.146.652.49OkPVC-UF3.001414-15BZ-143854.303851.303.00BZ-153851.6003850.41.2052.2300.017231.720.153.603.753.7520080.005256.031.780.071.010.173.612.74OkPVC-UF2.101515-16BZ-153851.603850.401.20BZ-163849.8003848.61.2052.2300.034463.450.153.753.903.9020080.005279.232.520.051.310.156.312.57OkPVC-UF1.201616-17BZ-163849.803848.601.20BZ-173849.1003847.91.2059.2400.011821.180.173.904.064.0620080.005146.401.480.090.900.202.782.91OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm1096.651,096.651096.65TOTAL1,096.651,096.65TRAMO:JR. DE LA UNIONItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)1718-19BZ-183863.003861.801.20BZ-193860.8003859.601.2059.5000.036973.700.171.001.171.5020080.005482.072.610.021.000.094.322.05OkPVC-UF1.201819-20BZ-193860.803859.601.20BZ-203858.8003857.601.2059.5000.033613.360.171.171.331.5020080.005478.252.490.020.970.103.992.07OkPVC-UF1.201920-21BZ-203858.803857.601.20BZ-213856.8003855.601.2059.5000.033613.360.171.331.501.5020080.005478.252.490.020.970.103.992.07OkPVC-UF1.202021-22BZ-213856.803855.601.20BZ-223854.2003851.302.9068.3000.062966.300.191.501.691.6920080.0054107.093.410.021.260.096.911.99OkPVC-UF2.052122-23BZ-223854.203851.302.90BZ-233851.8003850.601.2063.7500.010981.100.181.691.871.8720080.005344.721.420.040.700.141.872.47OkPVC-UF2.052223-24BZ-233851.803850.601.20BZ-243849.5003848.301.2063.7500.036083.610.181.872.042.0420080.005381.072.580.031.090.114.882.21OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm374.30374.30374.30TOTAL374.30374.30TRAMO:CALLE S/N 1ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)2325-26BZ-253882.003881.001.00BZ-263881.2003879.701.5080.0000.016251.630.221.001.221.5020080.005454.411.730.030.750.112.292.25OkPVC-UF1.252426-27BZ-263881.203879.701.50BZ-273880.0003878.801.2080.0000.011251.120.221.221.451.5020080.005445.271.440.030.660.121.722.34OkPVC-UF1.352527-28BZ-273880.003878.801.20BZ-283879.0003877.801.2080.0000.012501.250.221.451.671.6720080.005447.721.520.030.710.131.962.38OkPVC-UF1.202628-29BZ-283879.003877.801.20BZ-293878.0003876.801.2080.0000.012501.250.221.671.891.8920080.005347.721.520.040.740.142.082.45OkPVC-UF1.202729-30BZ-293878.003876.801.20BZ-303876.0003874.801.2080.0000.025002.500.221.892.122.1220080.005367.482.150.030.970.123.722.32OkPVC-UF1.202830-31BZ-303876.003874.801.20BZ-313874.0003872.801.2080.0000.025002.500.222.122.342.3420080.005367.482.150.031.000.133.902.37OkPVC-UF1.202931-32BZ-313874.003872.801.20BZ-323871.0003869.801.2080.0000.037503.750.222.342.562.5620080.005382.652.630.031.190.125.582.32OkPVC-UF1.203032-33BZ-323871.003869.801.20BZ-333869.0003867.801.2080.0000.025002.500.222.562.792.7920080.005267.482.150.041.050.144.202.46OkPVC-UF1.203133-34BZ-333869.003867.801.20BZ-343867.0003865.801.2080.0000.025002.500.222.793.013.0120080.005267.482.150.041.080.144.362.51OkPVC-UF1.203234-35BZ-343867.003865.801.20BZ-353866.0003864.801.2080.0000.012501.250.223.013.233.2320080.005247.721.520.070.860.182.642.76OkPVC-UF1.203335-36BZ-353866.003864.801.20BZ-363865.0003863.801.2080.0000.012501.250.223.233.463.4620080.005247.721.520.070.880.182.722.80OkPVC-UF1.203436-37BZ-363865.003863.801.20BZ-373864.0003862.801.2080.0000.012501.250.223.463.683.6820080.005247.721.520.080.900.192.782.83OkPVC-UF1.203537-38BZ-373864.003862.801.20BZ-383863.0003861.801.2054.0000.018521.850.153.683.833.8320080.005258.081.850.071.040.173.852.73OkPVC-UF1.203638-39BZ-383863.003861.801.20BZ-393862.5003861.001.5054.0000.014811.480.153.833.983.9820080.005251.951.650.080.970.193.292.83OkPVC-UF1.353739-40BZ-393862.503861.001.50BZ-403861.2003859.701.5080.0000.016251.630.223.984.204.2020080.005154.411.730.081.030.193.642.84OkPVC-UF1.503840-41BZ-403861.203859.701.50BZ-413861.0003858.802.2080.0000.011251.120.224.204.434.4320080.005145.271.440.100.910.212.772.98OkPVC-UF1.853941-42BZ-413861.003858.802.20BZ-423860.2003858.002.2080.0000.010001.000.224.434.654.6520080.005142.681.360.110.890.222.603.06OkPVC-UF2.204042-43BZ-423860.203858.002.20BZ-433859.7003857.202.5080.0000.010001.000.224.654.874.8720080.005142.681.360.110.900.232.653.09OkPVC-UF2.354143-64BZ-433859.703857.202.50BZ-643858.2003856.202.0082.0000.012201.220.234.875.105.1020080.005147.131.500.110.980.223.153.05OkPVC-UF2.25Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm1470.001,470.001470.00TOTAL1,470.001,470.00TRAMO:CALLE S/N 2ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)4244-45BZ-443888.503886.502.00BZ-453887.0003885.201.8080.0000.016251.630.221.001.221.5020080.005454.411.730.030.750.112.292.25OkPVC-UF1.904345-46BZ-453887.003885.201.80BZ-463884.8003883.301.5080.0000.023752.370.221.221.451.5020080.005465.782.090.020.860.103.072.16OkPVC-UF1.654446-47BZ-463884.803883.301.50BZ-473880.8003879.301.5078.7100.050825.080.221.451.671.6720080.005496.223.060.021.160.095.792.03OkPVC-UF1.504547-48BZ-473880.803879.301.50BZ-483878.6003877.101.5080.0000.027502.750.221.671.891.8920080.005370.782.250.030.970.113.822.23OkPVC-UF1.504648-49BZ-483878.603877.101.50BZ-493878.0003876.201.8080.0000.011251.130.221.892.112.1120080.005345.271.440.050.730.152.012.54OkPVC-UF1.654749-50BZ-493878.003876.201.80BZ-503877.6003875.102.5080.0000.013751.370.222.112.342.3420080.005350.051.590.050.810.152.462.54OkPVC-UF2.154850-51BZ-503877.603875.102.50BZ-513877.0003874.202.8080.0000.011251.130.222.342.562.5620080.005345.271.440.060.780.162.192.65OkPVC-UF2.654951-52BZ-513877.003874.202.80BZ-523873.8003872.301.5080.0000.023752.370.222.562.782.7820080.005265.782.090.041.030.144.042.47OkPVC-UF2.155052-53BZ-523873.803872.301.50BZ-533872.1003870.601.5081.2100.020932.090.232.783.013.0120080.005261.751.960.051.010.153.792.55OkPVC-UF1.505153-54BZ-533872.103870.601.50BZ-543870.3003868.801.5080.0000.022502.250.223.013.233.2320080.005264.022.040.051.060.154.162.58OkPVC-UF1.505254-55BZ-543870.303868.801.50BZ-553869.1003867.601.5080.0000.015001.500.223.233.463.4620080.005252.271.660.070.940.173.112.73OkPVC-UF1.505355-56BZ-553869.103867.601.50BZ-563867.5003866.001.5080.0000.020002.000.223.463.683.6820080.005260.361.920.061.060.174.012.69OkPVC-UF1.505456-57BZ-563867.503866.001.50BZ-573866.0503864.551.5080.0000.018121.810.223.683.903.9020080.005257.461.830.071.040.183.822.76OkPVC-UF1.505557-58BZ-573866.053864.551.50BZ-583865.5003863.701.8080.0000.010631.060.223.904.134.1320080.005143.991.400.090.880.212.592.96OkPVC-UF1.655658-59BZ-583865.503863.701.80BZ-593865.4003862.802.6080.0000.011251.120.224.134.354.3520080.005145.271.440.100.910.212.762.97OkPVC-UF2.205759-60BZ-593865.403862.802.60BZ-603864.3003861.802.5080.0000.012501.250.224.354.574.5720080.005147.721.520.100.960.213.062.97OkPVC-UF2.555860-61BZ-603864.303861.802.50BZ-613862.8003860.302.5080.0000.018751.880.224.574.804.8020080.005158.441.860.081.120.194.292.87OkPVC-UF2.505961-62BZ-613862.803860.302.50BZ-623861.5003859.002.5080.0000.016251.630.224.805.025.0220080.005154.411.730.091.080.213.932.95OkPVC-UF2.506062-63BZ-623861.503859.002.50BZ-633860.3003857.802.5080.0000.015001.500.225.025.245.2420080.005152.271.660.101.060.213.763.00OkPVC-UF2.506163-64BZ-633860.303857.802.50BZ-643858.2003855.702.5080.0000.026252.630.225.245.475.4720080.005169.152.200.081.310.195.922.85OkPVC-UF2.506264-65BZ-643858.203855.702.50BZ-653857.4003854.902.5056.0000.014291.430.165.475.625.6220080.005151.011.620.111.070.223.733.07OkPVC-UF2.506365-66BZ-653857.403854.902.50BZ-663856.2003854.202.0056.0000.012501.250.165.625.785.7820080.005147.721.520.121.030.233.413.13OkPVC-UF2.256466-66 ABZ-663856.203854.202.0066 A3854.8003852.802.0075.4500.018561.860.215.785.995.9920080.005158.141.850.101.190.224.703.02OkPVC-UF2.006566 A-6766 A3854.803852.802.00BZ-673853.8003851.802.0075.4500.013251.330.215.996.206.2020080.005049.141.560.131.070.243.683.16OkPVC-UF2.00Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm1862.821,862.821862.82TOTAL1,862.821,862.82TRAMO:CALLE S/N 3ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)6669-70BZ-693861.003860.001.00BZ-703859.6003858.401.2085.0000.018821.880.241.001.241.5020080.005458.561.860.030.790.112.572.22OkPVC-UF1.106770-71BZ-703859.603858.401.20BZ-713859.0003857.201.8085.0000.014121.410.241.241.471.5020080.005450.711.610.030.720.122.062.29OkPVC-UF1.506871-72BZ-713859.003857.201.80BZ-723857.8003856.301.5062.0000.014521.450.171.471.651.6520080.005451.421.640.030.740.122.192.33OkPVC-UF1.656972-73BZ-723857.803856.301.50BZ-733856.5003855.001.5085.0000.015291.530.241.651.881.8820080.005352.781.680.040.790.132.432.39OkPVC-UF1.507073-74BZ-733856.503855.001.50BZ-743855.2003853.701.5085.0000.015291.530.241.882.122.1220080.005352.781.680.040.820.142.542.45OkPVC-UF1.507174-75BZ-743855.203853.701.50BZ-753854.1003852.601.5085.0000.012941.290.242.122.362.3620080.005348.551.540.050.790.152.342.55OkPVC-UF1.507275-76BZ-753854.103852.601.50BZ-763852.8003851.301.5085.0000.015291.530.242.362.602.6020080.005352.781.680.050.870.152.802.57OkPVC-UF1.507376-77BZ-763852.803851.301.50BZ-773851.4003849.901.5085.0000.016471.650.242.602.832.8320080.005254.781.740.050.920.153.082.59OkPVC-UF1.50Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm657.00657.00657.00TOTAL657.00657.00TRAMO:CALLE S/N 4ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)7478-79BZ-783857.003856.001.00BZ-793856.5003765.121.6185.0001.06918106.920.241.001.241.5020080.0054441.3314.040.003.170.0456.241.38OkPVC-UF1.317579-80BZ-793856.503765.121.61BZ-803856.0003854.002.0085.0001.04565104.560.241.241.471.5020080.0054436.4413.880.003.210.0456.971.40OkPVC-UF1.817680-81BZ-803856.003854.002.00BZ-813855.5003853.002.5085.0000.011761.180.241.471.711.7120080.005446.291.470.040.700.131.892.41OkPVC-UF2.257781-82BZ-813855.503853.002.50BZ-823854.5003852.002.5085.0000.011761.180.241.711.951.9520080.005346.291.470.040.730.142.002.47OkPVC-UF2.50Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm340.00340.00340.00TOTAL340.00340.00TRAMO:CALLE S/N 5ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)7884-85BZ-843855.503854.501.00BZ-853855.1003853.401.7066.0000.016671.670.181.001.181.5020080.005455.101.750.030.760.112.332.24OkPVC-UF1.357985-67BZ-853855.103853.401.70BZ-673853.8003851.802.0066.0000.024242.420.181.181.371.5020080.005466.452.110.020.860.103.112.15OkPVC-UF1.85Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm132.00132.00132.00TOTAL132.00132.00TRAMO:CALLE S/N 6ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)8066-83BZ-663856.203855.001.20BZ-833855.8003853.901.9097.8300.011241.120.271.001.271.5020080.005445.261.440.030.660.121.722.34OkPVC-UF1.558183-84BZ-833855.803853.901.90BZ-843855.5003853.402.1050.0000.010001.000.141.271.411.5020080.005442.681.360.040.640.131.572.38OkPVC-UF2.008284-86BZ-843855.503853.402.10BZ-863854.6003852.402.2080.0000.012501.250.221.411.641.6420080.005447.721.520.030.700.131.942.36OkPVC-UF2.158386-87BZ-863854.603852.402.20BZ-873853.9003851.602.3080.0000.010001.000.221.641.861.8620080.005342.681.360.040.680.141.722.49OkPVC-UF2.258487-88BZ-873853.903851.602.30BZ-883853.2003850.702.5080.0000.011251.130.221.862.082.0820080.005345.271.440.050.730.151.992.52OkPVC-UF2.408588-89BZ-883853.203850.702.50BZ-893852.7003849.902.8080.0000.010001.000.222.082.312.3120080.005342.681.360.050.720.161.912.62OkPVC-UF2.658689-90BZ-893852.703849.902.80BZ-903852.1003849.003.1080.0000.011251.120.222.312.532.5320080.005345.271.440.060.770.162.172.63OkPVC-UF2.958790-77BZ-903852.103849.003.10BZ-773851.4003848.103.3080.0000.011251.130.222.532.752.7520080.005245.271.440.060.790.172.262.69OkPVC-UF3.208877-91BZ-773851.403848.103.30BZ-913850.3003847.203.1080.0000.011251.120.222.752.982.9820080.005245.271.440.070.810.172.342.73OkPVC-UF3.208991-92BZ-913850.303847.203.10BZ-923849.3003846.303.0080.0000.011251.130.222.983.203.2020080.005245.271.440.070.830.182.412.78OkPVC-UF3.059092-93BZ-923849.303846.303.00BZ-933848.2003845.402.8080.0000.011251.130.223.203.423.4220080.005245.271.440.080.850.192.482.82OkPVC-UF2.909193-94BZ-933848.203845.402.80BZ-943847.1003844.502.6080.0000.011251.120.223.423.653.6520080.005245.271.440.080.860.192.552.86OkPVC-UF2.709294-95BZ-943847.103844.502.60BZ-953845.9003843.602.3084.5000.010651.070.243.653.883.8820080.005244.051.400.090.860.202.522.92OkPVC-UF2.459395-96BZ-953845.903843.602.30BZ-963844.4003842.701.7084.5000.010651.070.243.884.124.1220080.005144.051.400.090.870.212.582.95OkPVC-UF2.009496-97BZ-963844.403842.701.70BZ-973843.1003841.851.2584.5000.010061.010.244.124.354.3520080.005142.811.360.100.880.222.543.02OkPVC-UF1.489597-98BZ-973843.103841.851.25BZ-983841.8003840.801.0084.5000.012431.240.244.354.594.5920080.005147.581.510.100.950.213.042.97OkPVC-UF1.139698-99BZ-983841.803840.801.00BZ-993841.4003840.001.4079.5400.010061.010.224.594.814.8120080.005142.801.360.110.900.232.653.08OkPVC-UF1.209799-100BZ-993841.403840.001.40BZ-1003841.0003839.201.8078.6300.010171.020.224.815.035.0320080.005143.051.370.120.910.232.723.10OkPVC-UF1.6098100-101BZ-1003841.003839.201.80BZ-1013840.7003838.402.3074.1500.010791.080.215.035.245.2420080.005144.331.410.120.940.232.903.11OkPVC-UF2.0599101-102BZ-1013840.703838.402.30BZ-1023840.0003837.502.5084.5000.010651.070.245.245.475.4720080.005144.051.400.120.950.242.933.15OkPVC-UF2.40100102-103BZ-1023840.003837.502.50BZ-1033839.6003836.603.0084.5000.010651.070.245.475.715.7120080.005144.051.400.130.970.242.993.18OkPVC-UF2.75101103-104BZ-1033839.603836.603.00BZ-1043838.2003835.702.5084.5000.010651.070.245.715.945.9420080.005144.051.400.130.980.253.043.20OkPVC-UF2.75102104-105BZ-1043838.203835.702.50BZ-1053837.2003834.802.4084.5000.010651.070.245.946.186.1820080.005044.051.400.140.990.253.093.23OkPVC-UF2.45103105-106BZ-1053837.203834.802.40BZ-1063837.0003833.903.1084.5000.010651.070.246.186.426.4220080.005044.051.400.151.000.263.143.26OkPVC-UF2.75104106-107BZ-1063837.003833.903.10BZ-1073836.0003833.003.0084.5000.010651.070.246.426.656.6520080.005044.051.400.151.010.263.193.29OkPVC-UF3.05105107-108BZ-1073836.003833.003.00BZ-1083835.0003832.102.9086.9000.010361.040.246.656.896.8920080.005043.441.380.161.010.273.173.32OkPVC-UF2.95106108-109BZ-1083835.003832.102.90BZ-1093834.5003831.203.3086.9000.010361.040.246.897.147.1420080.005043.441.380.161.020.273.223.35OkPVC-UF3.10107109-110BZ-1093834.503831.203.30BZ-1103834.1003830.104.0086.9000.012661.270.247.147.387.3820080.005048.021.530.151.100.263.823.30OkPVC-UF3.65108110-111BZ-1103834.103830.104.00BZ-1113833.7003829.204.5086.9000.010361.040.247.387.627.6220080.005043.441.380.181.040.283.313.39OkPVC-UF4.25109111-112BZ-1113833.703829.204.50BZ-1123833.1003828.105.0086.9000.012661.270.247.627.867.8620080.005048.021.530.161.130.273.923.34OkPVC-UF4.75110112-113BZ-1123833.103828.105.00BZ-1133832.0003827.504.0086.9000.006900.690.247.868.118.1120080.005035.471.130.230.910.322.473.59OkPVC-UF4.50111113-114BZ-1133832.003827.504.00BZ-1143831.0003827.004.0086.9000.005750.580.248.118.358.3520080.005032.371.030.260.860.352.163.68OkPVC-UF4.00112114-115BZ-1143831.003827.004.00BZ-1153830.0003826.004.0086.9000.011511.150.248.358.598.5920080.005045.791.460.191.120.293.783.44OkPVC-UF4.00113115-116BZ-1153830.003826.004.00BZ-1163829.0003825.004.0086.9000.011511.150.248.598.838.8320080.005045.791.460.191.120.303.833.46OkPVC-UF4.00114116-117BZ-1163829.003825.004.00BZ-1173828.0003824.004.0086.9000.011511.150.248.839.089.0820080.005045.791.460.201.130.303.873.48OkPVC-UF4.00115171-118BZ-1713828.003824.004.00BZ-1183827.0003825.501.5086.9000.017261.730.249.089.329.3220080.005056.081.780.171.320.285.383.35OkPVC-UF2.75116118-119BZ-1183827.003825.501.50BZ-1193826.0003824.501.5086.9000.011511.150.249.329.569.5620080.004945.791.460.211.150.313.953.52OkPVC-UF1.50117119-120BZ-1193826.003824.501.50BZ-1203824.8003823.301.5086.9000.013811.380.249.569.809.8020080.004950.161.600.201.240.304.623.47OkPVC-UF1.50118120-121BZ-1203824.803823.301.50BZ-1213824.2003822.401.8086.9000.010361.040.249.8010.0510.0520080.004943.441.380.231.120.333.713.59OkPVC-UF1.65119121-122BZ-1213824.203822.401.80BZ-1223824.1503821.652.5086.9000.008630.860.2410.0510.2910.2920080.004939.651.260.261.060.353.253.68OkPVC-UF2.15120122-123BZ-1223824.003822.501.50BZ-1233824.0003821.502.5086.9000.011511.150.2410.2910.5310.5320080.004945.791.460.231.180.334.133.59OkPVC-UF2.00Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm3415.553,415.553415.55TOTAL3,415.553,415.55TRAMO:CARRETERA A CHUPACAItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)121124-125BZ-1243852.003851.001.00BZ-1253851.5003849.801.7060.0000.020002.000.171.001.171.5020080.005460.361.920.020.810.112.682.20OkPVC-UF1.35122125-126BZ-1253851.503849.801.70BZ-1263851.0003849.101.9060.0000.011671.170.171.171.331.5020080.005446.101.470.030.670.121.772.34OkPVC-UF1.80123126-127BZ-1263851.003849.101.90BZ-1273850.5003848.102.4097.4000.010271.030.271.331.611.6120080.005443.251.380.040.650.131.652.41OkPVC-UF2.15124127-128BZ-1273850.503848.102.40BZ-1283850.2003847.632.5746.6500.010081.010.131.611.741.7420080.005442.841.360.040.660.141.672.45OkPVC-UF2.49125128-129BZ-1283850.203847.632.57BZ-1293850.0003846.903.1068.2500.010701.070.191.741.931.9320080.005344.141.400.040.700.141.842.49OkPVC-UF2.84126129-24BZ-1293850.003846.903.10BZ-243849.5003846.203.3068.2500.010261.030.191.932.122.1220080.005343.221.380.050.710.151.862.55OkPVC-UF3.2012724-17BZ-243849.503846.203.30BZ-173849.1003845.603.5050.8800.011791.180.142.122.262.2620080.005346.351.470.050.760.152.142.55OkPVC-UF3.4012817-130BZ-173849.103845.603.50BZ-1303847.8003844.303.5095.0000.013681.370.272.262.532.5320080.005349.931.590.050.830.152.532.58OkPVC-UF3.50129130-131BZ-1303847.803844.303.50BZ-1313846.5003843.003.5095.0000.013681.370.272.532.792.7920080.005249.931.590.060.850.162.642.63OkPVC-UF3.50130131-132BZ-1313846.503843.003.50BZ-1323844.7003841.703.0080.0000.016251.630.222.793.013.0120080.005254.411.730.060.930.163.132.63OkPVC-UF3.25131132-133BZ-1323844.703841.703.00BZ-1333842.5003840.701.8080.0000.012501.250.223.013.243.2420080.005247.721.520.070.860.182.642.76OkPVC-UF2.40132133-134BZ-1333842.503840.701.80BZ-1343840.2003838.701.5080.0000.025002.500.223.243.463.4620080.005267.482.150.051.120.154.632.58OkPVC-UF1.65133134-135BZ-1343840.203838.701.50BZ-1353838.0003836.501.5080.0000.027502.750.223.463.683.6820080.005270.782.250.051.180.155.142.59OkPVC-UF1.50134135-136BZ-1353838.003836.501.50BZ-1363836.0003834.501.5080.0000.025002.500.223.683.913.9120080.005267.482.150.061.170.164.922.66OkPVC-UF1.50135136-137BZ-1363836.003834.501.50BZ-1373834.8003833.301.5080.0000.015001.500.223.914.134.1320080.005152.271.660.080.990.193.382.85OkPVC-UF1.50136137-138BZ-1373834.803833.301.50BZ-1383833.6003832.101.5080.0000.015001.500.224.134.354.3520080.005152.271.660.081.000.193.452.88OkPVC-UF1.50137138-139BZ-1383833.603832.101.50BZ-1393831.5003830.001.5080.0000.026252.620.224.354.584.5820080.005169.152.200.071.240.175.452.73OkPVC-UF1.50138139-140BZ-1393831.503830.001.50BZ-1403829.0003827.501.5080.0000.031253.130.224.584.804.8020080.005175.452.400.061.340.176.392.71OkPVC-UF1.50139140-141BZ-1403829.003827.501.50BZ-1413828.1003826.601.5080.0000.011251.130.224.805.025.0220080.005145.271.440.110.950.222.953.07OkPVC-UF1.50140141-142BZ-1413828.103826.601.50BZ-1423826.8003825.301.5080.0000.016251.620.225.025.255.2520080.005154.411.730.101.090.213.982.97OkPVC-UF1.50141142-143BZ-1423826.803825.301.50BZ-1433826.0003824.501.5080.0000.010001.000.225.255.475.4720080.005142.681.360.130.930.242.793.17OkPVC-UF1.50142143-144BZ-1433826.003824.501.50BZ-1443825.7003823.702.0080.0000.010001.000.225.475.695.6920080.005142.681.360.130.940.252.843.20OkPVC-UF1.75143144-123BZ-1443825.703823.702.00BZ-1233824.0003821.502.5080.2000.027432.740.225.695.925.9220080.005170.692.250.081.360.206.362.89OkPVC-UF2.25144123-145BZ-1233824.003821.502.50BZ-1453823.3003820.502.8080.0000.012501.250.225.926.146.1420080.005147.721.520.131.040.243.503.17OkPVC-UF2.65145145-146BZ-1453823.303820.502.80BZ-1463823.0003819.503.5080.0000.012501.250.226.146.366.3620080.005047.721.520.131.050.253.553.20OkPVC-UF3.15Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm1921.631,921.631921.63TOTAL1,921.631,921.63TRAMO:CALLE S/N 7ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)14667-147BZ-673855.103853.102.00BZ-1473853.0003851.801.2084.6700.015351.540.241.001.241.5020080.005452.891.680.030.740.122.182.26OkPVC-UF1.60147147-148BZ-1473853.003851.801.20BZ-1483851.9003850.701.2084.6700.012991.300.241.241.471.5020080.005448.651.550.030.700.121.922.31OkPVC-UF1.20148148-149BZ-1483851.903850.701.20BZ-1493851.2003849.701.5084.6700.011811.180.241.471.711.7120080.005446.381.480.040.700.131.902.41OkPVC-UF1.35149149-150BZ-1493851.203849.701.50BZ-1503850.8003848.802.0084.6700.010631.060.241.711.951.9520080.005344.001.400.040.700.141.852.51OkPVC-UF1.75150150-151BZ-1503850.803848.802.00BZ-1513850.5003847.902.6084.6700.010631.060.241.952.182.1820080.005344.001.400.050.730.151.952.57OkPVC-UF2.30151151-152BZ-1513850.503847.902.60BZ-1523850.2003847.003.2084.6700.010631.060.242.182.422.4220080.005344.001.400.050.750.162.032.62OkPVC-UF2.90152152-153BZ-1523850.203847.003.20BZ-1533850.0003846.103.9084.6700.010631.060.242.422.652.6520080.005344.001.400.060.770.172.132.69OkPVC-UF3.55153153-154BZ-1533850.003846.103.90BZ-1543849.7003845.204.5084.6700.010631.060.242.652.892.8920080.005244.001.400.070.790.172.212.73OkPVC-UF4.20154154-155BZ-1543849.703845.204.50BZ-1553849.0003844.204.8084.6700.011811.180.242.893.133.1320080.005246.381.480.070.840.172.472.74OkPVC-UF4.65155155-156BZ-1553849.003844.204.80BZ-1563842.8003841.301.5084.6700.034253.430.243.133.363.3620080.005278.992.510.041.240.145.832.47OkPVC-UF3.15156156-157BZ-1563842.803841.301.50BZ-1573837.8003836.301.5084.6700.059055.910.243.363.603.6020080.0052103.723.300.031.540.139.222.37OkPVC-UF1.50157157-158BZ-1573837.803836.301.50BZ-1583837.0003835.401.6084.6700.010631.060.243.603.843.8420080.005244.001.400.090.860.202.502.91OkPVC-UF1.55158158-159BZ-1583837.003835.401.60BZ-1593835.1003833.901.2084.6700.017721.770.243.844.074.0720080.005156.811.810.071.050.183.822.79OkPVC-UF1.40159159-160BZ-1593835.103833.901.20BZ-1603833.2003832.001.2084.6700.022442.240.244.074.314.3120080.005163.942.030.071.150.174.702.74OkPVC-UF1.20160160-114BZ-1603833.203832.001.20BZ-1143831.0003829.801.2089.5000.024582.460.254.314.564.5620080.005166.922.130.071.210.185.182.76OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm1274.881,274.881274.88TOTAL1,274.881,274.88TRAMO:CALLE S/N 8ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)161161-162BZ-1613877.403876.201.20BZ-1623874.5003873.301.20100.0000.029002.900.281.001.281.5020080.005472.682.310.020.920.103.572.11OkPVC-UF1.20162162-163BZ-1623874.503873.301.20BZ-1633869.8003868.601.2080.0000.058755.870.221.281.501.5020080.0054103.453.290.011.180.086.181.95OkPVC-UF1.20163163-164BZ-1633869.803868.601.20BZ-1643866.0003864.801.2060.0000.063336.330.171.501.671.6720080.0054107.413.420.021.250.096.871.98OkPVC-UF1.20164164-165BZ-1643866.003864.801.20BZ-1653863.5003862.301.2060.0000.041674.170.171.671.841.8420080.005387.122.770.021.110.105.192.12OkPVC-UF1.20165165-166BZ-1653863.503862.301.20BZ-1663861.8003860.801.0046.3000.032403.240.131.841.971.9720080.005376.822.440.031.040.114.422.22OkPVC-UF1.10Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm346.30346.30346.30TOTAL346.30346.30TRAMO:CALLE TAHUANTINSUYOItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)166166-167BZ-1663861.803860.801.00BZ-1673861.0003859.501.5084.2800.015421.540.241.001.241.5020080.005453.011.690.030.740.122.192.26OkPVC-UF1.25167167-11BZ-1673861.003859.501.50BZ-113861.5003858.503.0084.2800.011871.190.241.241.471.5020080.005446.491.480.030.680.121.802.34OkPVC-UF2.2516811-19BZ-113861.503858.503.00BZ-193860.8003857.803.0067.0200.010441.040.191.471.661.6620080.005443.621.390.040.670.131.702.42OkPVC-UF3.00169168-19BZ-1683860.803857.803.00BZ-193860.8003857.203.6070.0000.008570.860.201.661.851.8520080.005339.511.260.050.640.151.532.54OkPVC-UF3.30170168-169BZ-1683860.803857.203.60BZ-1693860.0003856.503.5070.0000.010001.000.201.852.052.0520080.005342.681.360.050.700.151.812.55OkPVC-UF3.55171169-170BZ-1693860.003856.503.50BZ-1703858.5003855.503.0060.0000.016671.670.172.052.222.2220080.005355.101.750.040.850.142.772.45OkPVC-UF3.25172170-124BZ-1703858.503855.503.00BZ-1243852.0003851.001.0074.2000.060656.060.212.222.422.4220080.0053105.113.340.021.380.107.842.16OkPVC-UF2.00Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm509.78509.78509.78TOTAL509.78509.78TRAMO:JR. LIBERTADItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)173171-172BZ-1713863.203862.001.20BZ-1723856.5003855.301.2080.0000.083758.370.221.001.221.5020080.0054123.523.930.011.330.088.131.87OkPVC-UF1.20174172-173BZ-1723861.803855.301.20BZ-1733855.6003854.401.2080.0000.011251.130.221.221.451.5020080.005445.271.440.030.660.121.722.34OkPVC-UF1.20175173-13BZ-1733861.803854.401.20BZ-133857.0003854.003.0039.9800.010011.000.111.451.561.5620080.005442.691.360.040.640.131.602.40OkPVC-UF2.1017613-21BZ-133861.803854.003.00BZ-213856.8003853.303.5066.0900.010591.060.181.561.741.7420080.005443.931.400.040.680.141.762.45OkPVC-UF3.2517721-174BZ-213861.803853.303.50BZ-1743855.1003852.602.5052.5400.013321.330.151.741.891.8920080.005349.271.570.040.750.132.172.42OkPVC-UF3.00178174-175BZ-1743861.803852.602.50BZ-1753852.8003851.601.2052.5400.019031.900.151.892.042.0420080.005358.881.870.030.870.132.972.37OkPVC-UF1.85179175-176BZ-1753861.803851.601.20BZ-1763852.1003850.901.2050.2600.013931.390.142.042.182.1820080.005350.371.600.040.800.142.402.49OkPVC-UF1.20180176-126BZ-1763861.803850.901.20BZ-1263851.0003849.101.9050.2600.035813.580.142.182.322.3220080.005380.772.570.031.130.125.142.27OkPVC-UF1.55Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm471.67471.67471.67TOTAL471.67471.67TRAMO:JR. 8 DE AGOSTOItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)181177-14BZ-1773856.003854.801.20BZ-143856.5003853.503.0084.2800.015421.540.241.001.241.5020080.005453.011.690.030.740.122.192.26OkPVC-UF2.1018214-22BZ-143856.503853.503.00BZ-223855.6003852.702.9084.2800.009490.950.241.241.471.5020080.005441.581.320.040.620.131.512.39OkPVC-UF2.9518322-178BZ-223855.603852.702.90BZ-1783853.1003850.202.9067.0200.037303.730.191.471.661.6620080.005482.432.620.021.040.104.542.09OkPVC-UF2.90184178-179BZ-1783853.103850.202.90BZ-1793851.8003848.803.0070.0000.020002.000.201.661.851.8520080.005360.361.920.030.860.122.962.31OkPVC-UF2.95185179-127BZ-1793851.803848.803.00BZ-1273850.5003848.102.4070.0000.010001.000.201.852.052.0520080.005342.681.360.050.700.151.812.55OkPVC-UF2.70Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm375.58375.58375.58TOTAL375.58375.58TRAMO:CALLE S/N 9ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)186175-179BZ-1753852.803851.601.20BZ-1793851.8003848.803.0071.8400.038983.900.201.001.201.5020080.005484.262.680.021.020.094.512.04OkPVC-UF2.10187179-128BZ-1793851.803848.803.00BZ-1283850.2003847.632.5733.5200.034903.490.091.201.291.5020080.005479.742.540.020.990.104.142.07OkPVC-UF2.79Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm105.36105.36105.36TOTAL105.36105.36TRAMO:CALLE S/N 10ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)188180-181BZ-1803847.003846.001.00BZ-1813846.7003844.702.0071.6300.018151.810.201.001.201.5020080.005457.501.830.030.780.112.502.23OkPVC-UF1.50189181-182BZ-1813846.703844.702.00BZ-1823846.0003843.802.2071.6300.012561.260.201.201.401.5020080.005447.841.520.030.690.121.872.32OkPVC-UF2.10190182-95BZ-1823846.003843.802.20BZ-953845.9003844.701.2071.6300.012561.260.201.401.601.6020080.005447.841.520.030.700.131.932.35OkPVC-UF1.70Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm214.89214.89214.89TOTAL214.89214.89TRAMO:CALLE S/N 11ItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)191185-186BZ-1853839.673838.171.50BZ-1863834.5603833.061.5082.7000.061796.180.231.001.231.5020080.0054106.093.370.011.200.086.451.94OkPVC-UF1.50192186-142BZ-1863834.563833.061.50BZ-1423826.8003825.301.5082.8600.093659.370.231.231.461.5020080.0054130.614.150.011.380.078.831.84OkPVC-UF1.50Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm165.56165.56165.56TOTAL165.56165.56TRAMO:RED DE EMISORItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)193123-145BZ-1233847.003846.001.00BZ-1453846.7003844.702.0080.0000.016251.630.221.001.221.5020080.005454.411.730.030.750.112.292.25OkPVC-UF1.50194145-146BZ-1453846.703844.702.00BZ-1463846.0003843.802.2080.0000.011251.120.221.221.451.5020080.005445.271.440.030.660.121.722.34OkPVC-UF2.10195146-183BZ-1463854.203852.002.20BZ-1833841.8003840.601.2080.0000.1425014.250.221.451.671.6720080.0054161.125.130.011.660.0712.921.81OkPVC-UF1.70196183-184BZ-1833854.203853.001.20BZ-1843841.4003840.201.2080.0000.1600016.000.221.671.891.8920080.0053170.725.430.011.800.0714.951.83OkPVC-UF1.20197184-CRBZ-1843854.203853.001.20CR3841.0003839.801.2082.2000.1605816.060.231.892.122.1220080.0053171.045.440.011.860.0815.731.88OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm402.20402.20402.20TOTAL402.20402.20TRAMO:RED EMISORItemTipo Colector (*)Buzon de InicioBuzon de LlegadaLongitud del Tramo (m)pendiente (m/m)pendiente o/ooCaudal TramoDimetro de diseo (mm)Dimetro Asumido (pul)pendiente minima (m/m)SECCION LLENARelacin Q max / Q llCALCULOSCondicionesTipo de materialAltura Promedio (m)Buzon NCota Terreno (msnm)Cota de Fondo (msnm)Altura (m)Buzon NCota de Terreno (msnm)Cota de Fondo (msnm)Altura (m)Caudal Tramo (lps)Caudal Anterior (lps)Caudal Aporte adicional (lps)Caudal Real de Paso (lps)Caudal Diseo del tramo (lps)Q ll (lps)V ll (l/s)Velocidad real (m/s)Relacin y/DTensin TractivaVelocidad critica (m/s)1B41-B42B412947.3402945.841.50B422942.4602940.961.5043.0200.1134411.340.121.001.121.5020080.0053961797143.754.570.011.480.0710.291.81OkPVC-UF1.502B42-B43B422942.4602940.961.50B432941.3102938.313.0075.0700.035303.530.211.121.002.332.3320080.005285677180.192.550.031.130.125.102.28OkPVC-UF2.253B43-B44B432941.3102938.313.00B442938.2502935.253.0031.5100.097119.710.092.331.003.423.4220080.0051913253133.014.230.031.800.1113.252.22OkPVC-UF3.004B44-B45B442938.2502935.253.00B452926.2702924.272.0080.0000.1372513.730.223.421.004.644.6420080.0051172052158.125.030.032.230.1219.842.28OkPVC-UF2.505B45-B46B452926.2702924.272.00B462924.5302923.031.5080.0000.015501.550.224.641.005.865.8620080.005061244553.141.690.111.110.224.053.07OkPVC-UF1.756B45-PTB452924.5302923.031.50PT2923.6602922.461.2040.0000.014251.430.115.861.006.986.9820080.005020119250.951.620.141.130.254.083.21OkPVC-UF1.35Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm349.60349.60349.60TOTAL349.60349.60

BUZO COLECT. POR ALTURASMETRADO DE BUZONES EN COLECTORESMEJORAMIENTO Y AMPLIACION DEL SERVICIO DE AGUA POTABLE E INSTALACION DEL SERVICIO DE DESAGUE Y TRATAMIENTO DE AGUAS RESIDUALES EN LOS BARRIOS CENTRO, LOS INCAS Y C.P. ACHIPAMPA, DISTRITO DE YANACANCHA - CHUPACA - JUNINDescripcion:Buzones a proyectar9.00N de BuznAltura de BuznBUZONES A PROYECTAR