Diseo CaudalMUNICIPALIDAD DISTRITAL DE LAMPADISEO ALCANTARILLADOFecha:8/21/14SNIP:194214Proyecto:INSTALACION DE AGUA Y ALCANTARILLADO DE SAN SEBASTIAN DE SACRACA DEL DISTRITO DE LAMPA, PROVINCIA DE PAUCAR DEL SARA SARA AYACUCHOUbicacin:REGIONPROVINCIADISTRITOLUGARAYACUCHOPAUCAR DEL SARA SARALAMPASAN SEBASTIAN DE SACRACACALCULO DEL CAUDAL DE DISEOPOBLACION ACTUAL (Po)1345habCAUDAL DE AGUAS RESIDUALESTASA DE CRECIMIENTO1.67%Qprom = 0,80 * Pob * Dot/1000224.7812083588m3/dPERIODO DE DISEO (t)20aosCAUDAL MAXIMO HORARIO (m3/seg)POBLACION FUTURAQmx horario = 1.3 * 2.1 * Qprom0.00546343m3/segPf = Po * (1+r*t/100)1873hab.CAUDAL DE INFILTRACIONDOTACION150Lt/hab/dia- Nmero de buzones de la red35Buzones- Qinf. = 380 Lt/buzn x da x N buzones0.00015394m3/segLONGITUD TOTAL DE LA RED10,266.90mlCAUDAL DE DISEO0.00562m3/seg5.6174lt/segCAUDAL UNITARIO0.00000055m3/seg0.00055lt/segNota:La red considerado para el calculo es la totalidad para ser verificado si cumple o no, asimismo los buzones, solamente se esta proyectando 41 buzones

DISEO DE CALCULOMUNICIPALIDAD DISTRITAL DE LAMPADISEO ALCANTARILLADOFecha:8/21/14SNIP:194214Proyecto:INSTALACION DE AGUA Y ALCANTARILLADO DE SAN SEBASTIAN DE SACRACA DEL DISTRITO DE LAMPA, PROVINCIA DE PAUCAR DEL SARA SARA AYACUCHOUbicacin:REGIONPROVINCIADISTRITOLUGARAYACUCHOPAUCAR DEL SARA SARALAMPASAN SEBASTIAN DE SACRACACALCULO DE LA RED DE ALCANTARILLADOPoblacin Actual:1345.00hab.DIAMETROPENDIENTEMINIMA (Smn)CAPACIDAD TUBERIA LLENATasa de Crecimiento:1.67%Poblacin Futura:1873hab.VelocidadCaudalDotacin:150l/hab/daPulo/oom/sl/sCaudal Descarga Aguas Residuales:5.4634l/s4.006.530.534.20Numero de Buzones35und6.004.350.5710.00Aporte por Infiltracin lluvias0.1539l/s8.003.270.6018.70Caudal de Diseo5.6174l/sLongitud Total10266.90mLongitud Colectores Existentes1928.42mLongitud Colectores Proyectadas6,837.41mLongitud Emisor Existente0.00mLongitud Emisor Proyectada1,501.07mCaudal Unitario:0.00055l/s/mTRAMO:CALLE N 01ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)1B1-B2B0122.05020.851.20B0222.15020.951.2080.000-0.00125-0.120.041.001.041.5016060.00539617970.000.000.000.000.000.000.000PVC-UF1.202B20-B19B0222.15020.951.20B032726.602725.401.2015.200-177.92434-17,792.430.011.041.051.5016060.00539617970.000.000.000.000.000.000.000PVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm95.2095.2095.20Tubera PVC-UF S-25 DN=160mmTOTAL95.2095.20TRAMO:CALLE N 02ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B32-B31B132719.0002717.801.20B142716.3302715.131.2035.4000.075427.540.021.001.021.5016060.005396179764.653.210.021.330.117.881.94OkPVC-UF1.200B31-B30B142716.3302715.1301.20B162711.8002710.601.2053.5000.084678.470.031.021.051.5016060.005396179768.503.400.021.380.108.601.91OkPVC-UF1.200B30-B29B142711.8002710.6001.20B162708.5302707.331.2050.2000.065146.510.031.051.081.5016060.005396179760.082.990.021.260.116.991.96OkPVC-UF1.200B29-B28B142708.5302707.3301.20B162704.3502703.151.2056.9000.073467.350.031.081.111.5016060.005396179763.803.170.021.310.117.671.94OkPVC-UF1.200B28-B27B142704.3502703.1501.20B162700.4202699.011.4166.4000.062356.230.041.111.141.5016060.005396179758.782.920.031.240.116.801.98OkPVC-UF1.300B27-B26B142700.4202699.0101.41B162699.2002698.001.2058.8000.017181.720.031.141.181.5016060.005396179730.851.530.050.790.152.492.28OkPVC-UF1.300B26-B25B142699.2002698.0001.20B162694.5002693.301.2059.6000.078867.890.031.181.211.5016060.005396179766.103.290.021.350.108.161.93OkPVC-UF1.200B25-B24B142694.5002693.3001.20B162689.2302688.031.2056.8000.092789.280.031.211.241.5016060.005396179771.703.560.021.430.109.251.89OkPVC-UF1.200B24-B23B142689.2302688.0301.20B162687.9002686.701.2058.4000.022772.280.031.141.181.5016060.005396179735.521.770.040.870.143.102.21OkPVC-UF1.200B22-B23B142689.7002688.5001.20B162687.9002686.701.2059.3000.030353.040.031.181.211.5016060.005396179741.012.040.040.960.133.872.14OkPVC-UF1.200B22-B21B142689.7002688.5001.20B162686.0002684.801.2058.6000.063146.310.031.211.241.5016060.005396179759.152.940.031.250.116.831.97OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm613.90613.90613.90Tubera PVC-UF S-25 DN=160mmTOTAL613.90613.90TRAMO:JR S/N - CALLE B - CALLE N 03ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B18-B32B190.0000.0000.00B202719.0002717.8001.2057.1300.000000.000.031.001.031.5016060.00539617970.000.000.000.000.000.000.000PVC-UF0.000B32-B59B202719.0002717.8001.20B212717.4302716.231.2058.1000.027022.700.031.031.061.5016060.005396179738.701.920.040.930.133.552.17OkPVC-UF1.200B59-B59B212717.4302716.2301.20B222715.7902714.591.2036.4000.045054.510.021.061.081.5016060.005396179749.972.480.031.110.125.252.05OkPVC-UF1.200B59-B60B222715.7902714.5901.20B242714.8202713.621.2021.7000.044704.470.011.081.091.5016060.005396179749.772.470.031.110.125.252.06OkPVC-UF1.200B60-B111B242714.8202713.6201.20B252714.2002713.001.2012.6000.049214.920.011.091.101.5016060.005396179752.222.600.031.140.125.652.03OkPVC-UF1.200B111-B110B252714.2002713.0001.20B102710.0502708.851.2043.2000.096069.610.021.101.131.5016060.005396179772.963.630.021.440.109.461.88OkPVC-UF1.200B110-B109B252710.0502708.8501.20B102709.0202707.821.2040.0000.025752.570.021.131.151.5016060.005396179737.771.880.040.910.143.422.19OkPVC-UF1.200B109-B47B252709.0202707.8201.20B102708.5002707.301.2024.0000.021672.170.011.151.161.5016060.005396179734.651.720.040.860.142.982.23OkPVC-UF1.200B47-B46B252708.5002707.3001.20B102704.3502703.151.2071.4000.058125.810.041.161.201.5016060.005396179756.752.820.031.210.116.401.99OkPVC-UF1.200B46-B45B252704.3502703.1501.20B102702.4802701.281.2046.0000.040654.070.031.201.221.5016060.005396179747.462.360.031.070.124.872.08OkPVC-UF1.200B45-B44B252702.4802701.2801.20B102701.5402700.071.4725.2000.048024.800.011.221.241.5016060.005396179751.582.560.031.140.125.552.04OkPVC-UF1.330B44-B43B252701.5402700.0701.47B102698.8902697.591.3069.0000.035943.590.041.241.281.5016060.005396179744.632.220.031.020.134.422.10OkPVC-UF1.380B43-B42B252698.8902697.5901.30B102695.2202694.021.2059.0000.060516.050.031.281.311.5016060.005396179757.902.880.031.230.116.601.98OkPVC-UF1.250B42-B41B252695.2202694.0201.20B102693.2502692.051.2061.0000.032303.230.031.311.341.5016060.005396179742.302.100.040.990.134.082.13OkPVC-UF1.200B41-B40B252693.2502692.0501.20B102690.0302688.561.4761.0000.057215.720.031.341.381.5016060.005396179756.312.800.031.210.116.352.00OkPVC-UF1.340B40-B39B252690.0302688.5601.47B102689.0102687.811.2031.0000.024192.420.021.381.391.5016060.005396179736.611.820.040.890.143.252.20OkPVC-UF1.340B39-B38B252689.0102687.8101.20B102688.1002686.901.2032.0000.028442.840.021.391.411.5016060.005396179739.701.970.040.940.133.682.16OkPVC-UF1.200B38-B37B252688.1002686.9001.20B102687.8002686.601.2013.5000.022222.220.011.411.421.5016060.005396179735.091.740.040.860.143.022.21OkPVC-UF1.200B37-B36B252687.8002686.6001.20B102686.5002685.301.2046.5000.027962.800.031.421.441.5016060.005396179739.361.960.040.940.133.652.17OkPVC-UF1.200B36-B35B252686.5002685.3001.20B102683.9802682.781.2057.2000.044064.410.031.441.471.5016060.005396179749.412.460.031.100.125.182.06OkPVC-UF1.200B35-B34B252683.9802682.7801.20B102679.9402678.741.2051.6000.078297.830.031.471.501.5016060.005395839865.873.270.021.350.108.101.93OkPVC-UF1.200B34-B33B252679.9402678.7401.20B102678.1002676.901.2030.6000.060136.010.021.501.521.5216060.005393029357.722.870.031.230.116.621.99OkPVC-UF1.200B33-B159B252678.1002676.9001.20B102677.8702676.671.2012.0000.019171.920.011.521.531.5316060.00539193632.591.620.050.830.152.742.27OkPVC-UF1.200B159-B158B252677.8702676.6701.20B102673.0702671.871.2040.0000.1200012.000.021.531.551.5516060.00538832781.554.050.021.570.1011.391.85OkPVC-UF1.200B158-B157B252673.0702671.8701.20B102671.5902670.391.2019.3000.076687.670.011.551.561.5616060.005386604765.193.240.021.350.118.081.95OkPVC-UF1.200B157-B105B252671.5902670.3901.20B102670.7402669.541.2012.0000.070837.080.011.561.561.5616060.0053855462.653.110.021.310.117.601.96OkPVC-UF1.200B105-B106B252670.7402669.5401.20B102664.8202663.621.2042.5000.1392913.930.021.561.591.5916060.005381806487.864.370.021.670.0912.961.83OkPVC-UF1.200B106-B107B252664.8202663.6201.20B102663.4002662.201.2022.1000.064256.430.011.591.601.6016060.005379887559.672.970.031.280.117.132.00OkPVC-UF1.200B1-B108B250.0000.0000.00B102664.2702663.071.2059.9600.000000.000.031.601.631.6316060.00537475690.000.000.000.000.000.000.000PVC-UF0.000B108-B107B252664.2702663.0701.20B102663.4002662.2001.2021.0000.041434.140.011.631.641.6416060.005372985547.912.380.031.100.135.142.11OkPVC-UF1.200B107-B125B252663.4002662.2001.20B102660.5002659.301.2055.0000.052735.270.031.641.671.6716060.005368406754.052.690.031.210.126.242.06OkPVC-UF1.200B125-B126B252660.5002659.3001.20B102654.9202653.721.2055.0000.1014510.150.031.671.701.7016060.005363913474.983.730.021.530.1010.501.93OkPVC-UF1.200B126-B127B252654.9202653.7201.20B102651.5002650.301.2036.0000.095009.500.021.701.721.7216060.00536101772.563.610.021.500.1110.011.95OkPVC-UF1.200B127-B128B252651.5002650.3001.20B102640.8002639.601.2032.0000.3343833.440.021.721.741.7416060.0053584714136.126.770.012.340.0826.691.70OkPVC-UF1.200B128-B129B252640.8002639.6001.20B102635.0002633.801.2027.0000.2148121.480.011.741.761.7616060.0053563443109.105.420.022.010.0918.961.78OkPVC-UF1.200B129-B122B252635.0002633.8001.20B102628.7202627.521.2025.0000.2512025.120.011.761.771.7716060.0053543914117.985.860.022.130.0921.511.76OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm1406.991,406.991406.99Tubera PVC-UF S-25 DN=160mmTOTAL1,406.991,406.99TRAMO:JR. SAN MARTINItemTipo 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)20B39-B43B392792.9602791.461.50B432785.6502784.151.5033.0000.2215222.150.021.001.021.5016060.0053961797110.795.510.011.930.0818.011.71OkPVC-UF1.5021B43-B49B432785.6502784.151.50B492780.0002777.003.0033.0000.2166721.670.021.021.041.5016060.0053961797109.575.450.011.920.0817.771.72OkPVC-UF2.2522B49-B56B492780.0002777.003.00B562777.1302774.133.0039.9900.071777.180.021.041.061.5016060.005396179763.063.130.021.300.117.561.95OkPVC-UF3.0023B56-B64B562777.1302774.133.00B642774.5602772.562.0037.0100.042424.240.021.061.081.5016060.005396179748.482.410.031.080.125.022.06OkPVC-UF2.5024B64-B72B642774.5602772.562.00B722767.6202766.121.5053.4700.1204412.040.031.081.111.5016060.005396179781.704.060.021.570.0911.321.84OkPVC-UF1.75Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmTubera PVC-UF S-25 DN=160mmm196.47196.47196.47TOTAL196.47196.47TRAMO:JR. DOS DE MAYOItemTipo 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)25B29-B30B292815.1602813.961.20B302807.9702806.471.5033.6000.2229222.290.021.001.021.5016060.0053961797111.145.520.011.930.0818.121.71OkPVC-UF1.3526B30-B32B302807.9702806.471.50B322797.7402796.241.5040.3200.2537225.370.021.021.041.5016060.0053961797118.575.890.012.030.0820.071.69OkPVC-UF1.5027B32-B33B322797.7402796.241.50B332790.7302789.231.5040.3200.1738617.390.021.041.061.5016060.005396179798.154.880.021.780.0915.011.76OkPVC-UF1.5028B33-B35B332790.7302789.231.50B352784.5102782.112.4062.0000.1148411.480.031.061.101.5016060.005396179779.773.970.021.540.1010.901.85OkPVC-UF1.9529B35-B36B352784.5102782.112.40B362777.4802776.281.2038.0000.1534215.340.021.101.121.5016060.005396179792.204.580.021.700.0913.651.79OkPVC-UF1.8030B36-B37B362777.4802776.281.20B372769.3202767.821.5039.0000.2169221.690.021.121.141.5016060.0053961797109.645.450.011.920.0817.791.72OkPVC-UF1.3531B37-B12B372769.3202767.821.50B122761.7502760.251.5039.0000.1941019.410.021.141.161.5016060.0053961797103.715.150.011.850.0816.341.74OkPVC-UF1.5032B12-B75B122761.7502760.251.50B742753.4402751.941.5043.9800.1889518.890.021.161.181.5016060.0053961797102.325.090.011.830.0816.041.75OkPVC-UF1.5033B74-B75B742753.4402751.941.50B752745.2202743.721.5043.9800.1869018.690.021.181.211.5016060.0053961797101.775.060.011.820.0815.871.75OkPVC-UF1.50Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmTubera PVC-UF S-25 DN=160mmm380.20380.20380.20TOTAL380.20380.20TRAMO:JR. SANTA ROSAItemTipo 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)34B40-B41B402795.0702793.871.20B412791.8602790.661.2023.7300.1352713.530.011.001.011.5016080.005396179786.584.300.021.630.0912.391.82OkPVC-UF1.2035B41-B42B412791.8602790.661.20B422785.5002784.301.2044.0000.1445514.450.021.011.041.5016080.005396179789.504.450.021.660.0912.971.80OkPVC-UF1.2036B42-B47B422785.5002784.301.20B472780.5402778.242.3044.0000.1377313.770.021.041.061.5016080.005396179787.364.340.021.640.0912.551.81OkPVC-UF1.7537B47-B54B472780.5402778.242.30B542777.7502776.251.5031.5100.063156.320.021.061.081.5016080.005396179759.162.940.031.250.116.831.97OkPVC-UF1.9038B54-B62B542777.7502776.251.50B622775.8202774.321.5050.8800.037933.790.031.081.111.5016080.005396179745.852.280.031.040.124.602.09OkPVC-UF1.5039B70-B62B702780.1802778.981.20B622775.8202774.321.5059.1900.078737.870.031.111.141.5016080.005396179766.053.280.021.350.108.151.93OkPVC-UF1.35Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmTubera PVC-UF S-25 DN=160mmm253.31253.31253.31TOTAL253.31253.31TRAMO:JR. 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)40B44-B45B442781.5502780.351.20B452780.0002778.801.2035.1900.044054.400.021.001.021.5016080.005396179749.402.460.031.100.125.182.06OkPVC-UF1.2041B45-B46B452780.0002778.801.20B462780.0002778.301.7035.1900.014211.420.021.021.041.5016080.005396179728.061.390.050.740.162.152.33OkPVC-UF1.4542B46-B53B462780.0002778.301.70B532780.0002778.002.0025.0000.012001.200.011.041.051.5016080.005396179725.791.280.060.700.161.892.38OkPVC-UF1.8543B53-B61B532780.0002778.201.80B612781.0802777.583.5055.0000.011271.130.031.051.081.5016080.005396179724.991.240.060.680.161.792.39OkPVC-UF2.6544B69-B61B692785.3802784.181.20B612781.0802777.583.5055.0000.1200012.000.031.081.111.5016080.005396179781.554.050.021.560.0911.281.84OkPVC-UF2.35Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmTubera PVC-UF S-25 DN=160mmm205.38205.38205.38TOTAL205.38205.38TRAMO:JR. ALFONSO UGARTEItemTipo 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)45B66-B67B662806.5502805.351.20B672802.6802801.481.2018.0900.2139321.390.011.001.011.5016080.0053961797108.885.410.011.910.0817.541.72OkPVC-UF1.2046B67-B59B672802.6802801.481.20B592794.7402793.541.2057.4700.1381613.820.031.011.041.5016080.005396179787.504.350.021.640.0912.591.81OkPVC-UF1.2047B59-B51B592794.7402793.541.20B512788.3402787.141.2064.0000.1000010.000.041.041.081.5016080.005396179774.443.700.021.460.109.731.87OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmTubera PVC-UF S-25 DN=160mmm139.56139.56139.56TOTAL139.56139.56TRAMO:CALLE N 04ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B58-B57B032713.8902712.801.09B152712.8902710.802.0942.5000.047064.710.021.001.021.5016060.005396179751.072.540.031.120.125.442.04OkPVC-UF1.590B57-B56B152712.8902710.8002.09B142712.6302710.012.6227.0000.029262.930.011.021.041.5016060.005396179740.272.000.040.950.133.762.15OkPVC-UF2.350B56-B55B202712.6302710.0102.62B182706.9202705.721.2042.4000.1011810.120.021.041.061.5016060.005396179774.883.720.021.470.109.851.87OkPVC-UF1.910B55-B55B182706.9202705.7201.20B142704.2102703.011.2045.0000.060226.020.021.061.091.5016060.005396179757.772.870.031.220.116.571.98OkPVC-UF1.200B55-B54B182704.2102703.0101.20B142702.3802701.181.2046.5000.039353.940.031.091.111.5016060.005396179746.702.320.031.060.124.742.08OkPVC-UF1.200B54-B53B182702.3802701.1801.20B142700.4802698.991.4940.0000.054755.480.021.111.131.5016060.005396179755.082.740.031.190.116.132.01OkPVC-UF1.350B53-B52B182700.4802698.9901.49B142697.8402696.521.3269.0000.035803.580.041.131.171.5016060.005396179744.542.210.031.020.134.412.10OkPVC-UF1.410B52-B51B182697.8402696.5201.32B142695.8002694.521.2864.0000.031253.130.041.171.211.5016060.005396179741.612.070.040.970.133.972.14OkPVC-UF1.300B51-B50B182695.8002694.5201.28B142694.3802692.861.5260.7000.027352.730.031.211.241.5016060.005396179738.931.930.040.930.133.592.17OkPVC-UF1.400B50-B49B182694.3802692.8601.52B142693.2802692.081.2060.0000.013001.300.031.241.271.5016060.005396179726.841.330.060.720.162.012.36OkPVC-UF1.360B49-B48B182693.2802692.0801.20B142691.3802689.531.8558.4000.043664.370.031.271.301.5016060.005396179749.192.440.031.090.125.132.06OkPVC-UF1.53Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm555.50555.50555.50Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL555.50555.50TRAMO:CALLE N 05ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B56-B64B162712.6302710.0102.62B232710.4302709.231.2040.6000.019211.920.021.001.021.5016060.005396179732.631.620.050.820.152.712.26OkPVC-UF1.910B64-B47B232710.4302709.2301.20B222708.5002707.3001.2054.2000.035613.560.031.021.051.5016060.005396179744.422.210.031.020.134.382.10OkPVC-UF1.200B16-B61B230.0000.0000.00B222712.7202711.5201.2027.2000.000000.000.011.051.061.5016060.00539617970.000.000.000.000.000.000.000PVC-UF0.000B61-B30B232712.7202711.5201.20B222711.8002710.6001.2031.6500.029072.910.021.061.081.5016060.005396179740.131.990.040.950.133.762.16OkPVC-UF1.200B30-B62B232711.8002710.6001.20B222711.5302710.1501.3845.0000.010001.000.021.081.111.5016060.005396179723.541.170.060.650.171.632.43OkPVC-UF1.290B62-B63B232711.5302710.1501.38B222710.6302709.4301.2046.0000.015651.570.031.111.131.5016060.005396179729.451.460.050.760.152.322.31OkPVC-UF1.290B63-B47B232710.6302709.4301.20B222708.5002707.3001.2050.0000.042604.260.031.131.161.5016060.005396179748.592.410.031.090.125.052.06OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm294.65294.65294.65Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL294.65294.65TRAMO:JR. ARGENTINAItemTipo 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)68B35-B57B352784.5102782.112.40B572778.7102777.511.2048.5500.094759.470.031.001.031.5016060.005396179772.463.600.021.430.109.331.88OkPVC-UF1.8069B57-B56B572778.7102777.511.20B562777.1302774.133.0048.5500.069626.960.031.031.051.5016060.005396179762.113.090.021.290.117.401.96OkPVC-UF2.1070B51-B52B512788.3402787.141.20B522784.0202782.821.2047.9200.090159.020.031.051.081.5016060.005396179770.683.510.021.410.108.991.89OkPVC-UF1.2071B52-B53B522784.0202782.821.20B532780.0002778.002.0047.9200.1005810.060.031.081.111.5016060.005396179774.663.710.021.460.109.791.87OkPVC-UF1.6072B53-B54B532780.0002778.002.00B542777.7502776.251.5051.9100.033713.370.031.111.131.5016060.005396179743.222.150.031.000.134.212.12OkPVC-UF1.7573B54-B55B542777.7502776.251.50B552775.9502774.751.2053.8300.027872.790.031.131.161.5016060.005396179739.301.950.040.940.133.632.17OkPVC-UF1.3574B55-B56B552775.9502774.751.20B562777.1302774.133.0053.8300.011521.150.031.161.191.5016060.005396179725.261.260.060.690.161.832.39OkPVC-UF2.10Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmmTubera PVC-UF S-25 DN=160mmm352.51352.51352.51TOTAL352.51352.51TRAMO:JR. AMAZONASItemTipo 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)75B36-B65B362777.4802776.281.20B652778.0902775.692.4049.0400.012031.200.031.001.031.5016060.005396179725.821.280.060.700.161.892.38OkPVC-UF1.8076B65-B64B652778.0902775.692.40B642774.5602772.562.0049.0400.063836.380.031.031.051.5016060.005396179759.472.960.031.250.116.901.97OkPVC-UF2.2077B58-B59B582797.9802796.781.20B592794.7502793.551.2039.0000.082828.280.021.051.081.5016060.005396179767.743.370.021.370.108.411.91OkPVC-UF1.5078B59-B60B592794.7502793.551.20B602789.4202788.221.2051.8700.1027610.280.031.081.101.5016060.005396179775.463.750.021.480.1010.001.87OkPVC-UF1.2079B60-B61B602789.4202788.221.20B612781.0802777.883.2051.8800.1993119.930.031.101.131.5016060.0053961797105.095.220.011.860.0816.631.73OkPVC-UF2.2080B61-B62B612781.0802777.883.20B622775.8202774.321.5052.9200.067276.730.031.131.161.5016060.005396179761.063.030.021.280.117.211.96OkPVC-UF2.3581B62-B63B622775.8202774.321.50B632774.7502773.251.5053.6200.019962.000.031.161.191.5016060.005396179733.251.650.050.830.142.782.24OkPVC-UF1.5082B63-B64B632774.7502773.251.50B642774.5602772.562.0053.6200.012871.290.031.191.221.5016060.005396179726.701.330.060.710.161.982.36OkPVC-UF1.75Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmmTubera PVC-UF S-25 DN=160mmm400.99400.99400.99TOTAL400.99400.99TRAMO:CALLE AItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B29-B29B082708.5302707.3301.20B092707.5702706.371.2061.4600.015621.560.031.001.031.5016060.005396179729.421.460.050.760.152.312.31OkPVC-UF1.200B29-B46B092707.5702706.3701.20B102704.3502703.1501.2064.4500.049965.000.041.031.071.5016060.005396179752.622.620.031.150.125.732.03OkPVC-UF1.200B46-B46B102704.3502703.1501.20B112704.3402703.041.3053.5000.002060.210.031.071.101.5016060.005396179735.481.760.040.870.143.092.21OkPVC-UF1.500B46-B55B112704.3402703.0401.30B122704.2102703.0101.2053.5000.000560.060.031.101.131.5016060.005396179750.032.490.031.110.125.272.05OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm232.91232.91232.91Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL232.91232.91TRAMO:CALLE N 06ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B65-B142B032706.1202704.921.20B152703.3402702.141.2017.4000.1597715.980.011.001.011.5016060.005396179794.094.680.021.720.0914.031.78OkPVC-UF1.200B142-B143B152703.3402702.1401.20B142697.9002696.701.2022.0000.2472724.730.011.011.021.5016060.0053961797117.065.820.012.010.0819.741.70OkPVC-UF1.200B65-B65B202706.1202704.9201.20B182705.6002704.401.2037.8000.013761.380.021.021.041.5016060.005396179727.611.370.050.730.162.102.34OkPVC-UF1.200B65-B66B182705.6002704.4001.20B142705.4602704.261.2017.8000.007870.790.011.041.051.5016060.005396179720.881.040.070.600.181.362.49OkPVC-UF1.200B66-B14B182705.4602704.2601.20B142705.4802703.921.5642.9000.007930.790.021.051.081.5016060.005396179720.961.040.070.600.181.372.49OkPVC-UF1.380B14-B28B182705.4802703.9201.56B142704.3502703.151.2061.6900.012481.250.031.081.111.5016060.005396179726.301.310.060.710.161.942.37OkPVC-UF1.380B28-B67B182704.3502703.1501.20B142703.8102702.591.2256.4000.009930.990.031.111.141.5016060.005396179723.461.170.060.650.171.622.43OkPVC-UF1.210B67-B44B182703.8102702.5901.22B142701.5402700.071.4757.2700.044004.400.031.141.171.5016060.005396179749.382.450.031.100.125.172.06OkPVC-UF1.340B68-B44B182701.7902700.6901.10B142701.5402700.0701.4762.0000.010001.000.031.171.211.5016060.005396179723.541.170.060.650.171.632.43OkPVC-UF1.280B68-B53B182701.7902700.6901.10B142700.4802698.991.4961.8700.027482.750.031.211.241.5016060.005396179739.021.940.040.930.133.582.17OkPVC-UF1.300B69-B53B182700.4502699.6500.80B142700.4802698.9901.4965.5000.010081.010.041.241.281.5016060.005396179723.631.170.060.660.171.652.43OkPVC-UF1.14Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm502.63502.63502.63Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL502.63502.63TRAMO:CALLE N 07ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B71-B70B032700.7302699.930.80B152698.8502697.651.2041.0000.055615.560.021.001.021.5016060.005396179755.512.760.031.200.116.222.01OkPVC-UF1.000B70-B144B152698.8502697.6501.20B142698.1802696.981.2015.0000.044674.470.011.021.031.5016060.005396179749.752.470.031.110.125.252.06OkPVC-UF1.200B144-B145B202698.1802696.9801.20B182697.9702696.771.2025.0000.008400.840.011.031.041.5016060.005396179721.571.070.070.610.181.432.47OkPVC-UF1.200B145-B143B182697.9702696.7701.20B142697.9002696.7001.2021.0000.006570.660.011.041.061.5016060.005396179719.080.950.080.560.191.182.55OkPVC-UF1.200B71-B72B182700.7302699.9300.80B142700.6802699.581.1035.0000.010001.000.021.061.071.5016060.005396179723.541.170.060.650.171.632.43OkPVC-UF0.950B72-B13B182700.6802699.5801.10B142700.7802699.311.4726.6000.010151.020.011.071.091.5016060.005396179723.721.180.060.660.171.662.43OkPVC-UF1.290B13-B27B182700.7802699.3101.47B142700.4202699.011.4157.0500.006110.610.031.091.121.5016060.005396179718.400.910.080.550.191.122.57OkPVC-UF1.440B27-B27B182700.4402699.0401.40B142700.4202699.0101.4128.2000.006050.610.021.121.141.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.400B27-B73B182700.4402699.0401.40B142699.9802698.6401.3430.1000.013291.330.021.141.151.5016060.005396179727.141.350.060.720.162.052.36OkPVC-UF1.370B73-B73B182699.9802698.6401.34B142699.2502698.0501.2033.0000.017881.790.021.151.171.5016060.005396179731.481.560.050.800.152.562.27OkPVC-UF1.270B73-B43B182699.2502698.0501.20B142698.8902697.5901.3025.3600.018141.810.011.171.181.5016060.005396179731.701.580.050.800.152.602.27OkPVC-UF1.250B74-B43B182699.0802698.0801.00B142698.8902697.5901.3066.8200.007330.730.041.181.221.5016060.005396179720.161.000.070.590.181.282.51OkPVC-UF1.150B74-B52B182699.0802698.0801.00B142697.8402696.5201.3267.0000.023282.330.041.221.261.5016060.005396179735.921.790.040.880.143.172.21OkPVC-UF1.160B76-B75B182698.9802697.7801.20B142698.3202697.1201.2060.0000.011001.100.031.261.291.5016060.005396179724.691.230.060.680.171.762.40OkPVC-UF1.200B75-B52B182698.3202697.1201.20B142697.8402696.5201.3260.0000.010001.000.031.291.321.5016060.005396179723.541.170.060.650.171.632.43OkPVC-UF1.26Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm591.13591.13591.13Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL591.13591.13TRAMO:CALLE N 08ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B77-B12B032699.7302698.531.20B152696.7802695.581.2036.8000.080168.020.021.001.021.5016060.005396179766.653.310.021.350.108.221.92OkPVC-UF1.200B77-B26B152699.7302698.5301.20B142699.2002698.001.2019.8000.026772.680.011.021.031.5016060.005396179738.511.910.040.920.133.512.17OkPVC-UF1.200B26-B78B202699.2002698.0001.20B182697.5002696.301.2041.0000.041464.150.021.031.051.5016060.005396179747.932.380.031.080.124.942.07OkPVC-UF1.200B78-B79B182697.5002696.3001.20B142696.8902695.6901.2041.5000.006570.660.021.051.081.5016060.005396179719.080.950.080.560.191.182.55OkPVC-UF1.200B79-B42B182696.8902695.6901.20B142695.2202694.021.2043.1500.038703.870.021.081.101.5016060.005396179746.312.300.031.050.124.692.09OkPVC-UF1.200B80-B42B182696.4002695.2001.20B142695.2202694.0201.2067.8000.017401.740.041.101.141.5016060.005396179731.061.540.050.790.152.522.28OkPVC-UF1.200B80-B51B182696.4002695.2001.20B142695.8002694.521.2867.7900.006110.610.041.141.171.5016060.005396179718.400.910.080.550.191.122.57OkPVC-UF1.24Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm317.84317.84317.84Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL317.84317.84TRAMO:CALLE N 09ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B81-B11B032694.9202693.721.20B152691.8902690.691.2040.5000.074817.480.021.001.021.5016060.005396179764.393.200.021.320.117.811.94OkPVC-UF1.200B81-B25B152694.9202693.7201.20B142694.5002693.301.2016.2000.025932.590.011.021.031.5016060.005396179737.901.880.040.920.143.452.19OkPVC-UF1.200B25-B82B202694.5002693.3001.20B182693.8902692.691.2053.8000.011341.130.031.031.061.5016060.005396179725.071.250.060.680.161.802.39OkPVC-UF1.200B82-B41B182693.8902692.6901.20B142693.2502692.0501.2061.8000.006570.660.031.061.091.5016060.005396179719.080.950.080.560.191.182.55OkPVC-UF1.200B84-B83B182694.6102693.4101.20B142694.0002692.801.2050.0000.012201.220.031.091.121.5016060.005396179726.001.290.060.700.161.922.38OkPVC-UF1.200B83-B41B182694.0002692.8001.20B142693.2502692.0501.2052.2000.014371.440.031.121.151.5016060.005396179728.221.400.050.740.162.172.33OkPVC-UF1.200B84-B50B182694.6102693.4101.20B142694.3802692.8601.5255.0000.006110.610.031.151.181.5016060.005396179718.400.910.080.550.191.122.57OkPVC-UF1.36Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm329.50329.50329.50Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL329.50329.50TRAMO:CALLE 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 Tractiva (Pa)Velocidad critica (m/s)0B86-B24B032691.3102690.111.20B152689.2302688.0301.2054.6100.038093.810.031.001.031.5016060.005396179745.942.280.031.040.124.622.09OkPVC-UF1.200B24-B10B152689.2302688.0301.20B142687.6702686.471.2058.4200.026702.670.031.031.061.5016060.005396179738.471.910.040.920.133.512.17OkPVC-UF1.200B10-B85B202687.6702686.4701.20B182685.1802683.981.2065.0000.038313.830.041.061.101.5016060.005396179746.072.290.031.050.124.642.09OkPVC-UF1.200B85-B146B182685.1802683.9801.20B142673.3802672.1801.2043.7000.006570.660.021.101.121.5016060.005396179719.080.950.080.560.191.182.55OkPVC-UF1.200B146-B153B182673.3802672.1801.20B142664.6202663.421.2026.3000.3330833.310.011.121.141.5016060.0053961797135.866.750.012.220.0724.651.63OkPVC-UF1.200B86-B40B182691.3102690.1101.20B142690.0302688.561.4754.5100.028442.840.031.141.171.5016060.005396179739.691.970.040.940.133.682.16OkPVC-UF1.340B89-B49B182696.7302695.5301.20B142693.2802692.081.2050.0000.069006.900.031.171.191.5016060.005396179761.833.070.021.290.117.341.96OkPVC-UF1.200B49-B88B182693.2802692.0801.20B142692.7302691.5201.2156.1000.006050.610.031.191.221.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.210B88-B87B182692.7302691.5201.21B142692.0602690.8601.2060.0000.011001.100.031.221.261.5016060.005396179724.691.230.060.680.171.762.40OkPVC-UF1.200B87-B40B182692.0602690.8601.20B142690.0302688.5601.4760.1000.038273.830.031.261.291.5016060.005396179746.052.290.031.050.124.642.09OkPVC-UF1.34Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm528.74528.74528.74Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL528.74528.74TRAMO:CALLE 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 Tractiva (Pa)Velocidad critica (m/s)0B97-B96B032690.9802690.280.70B152692.0902690.0202.0736.3000.007160.720.021.001.021.5016060.005396179719.920.990.080.580.191.262.52OkPVC-UF1.380B96-B48B152692.0902690.0202.07B142691.3802689.531.8548.9000.010021.000.031.021.051.5016060.005396179723.561.170.060.650.171.642.43OkPVC-UF1.960B48-B95B202691.3802689.5301.85B182690.8402689.061.7856.8000.008270.830.031.051.081.5016060.005396179721.411.060.070.610.181.422.48OkPVC-UF1.820B95-B94B182690.8402689.0601.78B142690.1402688.6001.5456.7800.006570.660.031.081.111.5016060.005396179719.080.950.080.560.191.182.55OkPVC-UF1.660B94-B93B182690.1402688.6001.54B142689.8202688.231.5945.0000.008220.820.021.111.131.5016060.005396179721.351.060.070.610.181.412.48OkPVC-UF1.570B93-B38B182689.8202688.2301.59B142688.1002686.901.2045.6400.029142.910.021.131.161.5016060.005396179740.182.000.040.950.133.772.16OkPVC-UF1.390B92-B38B182688.6302687.4301.20B142688.1002686.9001.2044.3400.011951.200.021.161.181.5016060.005396179725.741.280.060.700.161.882.38OkPVC-UF1.200B92-B23B182688.6302687.4301.20B142687.9002686.7001.2045.0000.006050.610.021.181.211.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.200B23-B9B182687.9002686.7001.20B142686.6202685.6201.0059.3100.006050.610.031.211.241.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.100B9-B91B182686.6202685.6201.00B142686.5602685.2201.3440.0000.006050.610.021.241.261.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.170B91-B90B182686.5602685.2201.34B142682.8902681.6901.2036.0000.006050.610.021.261.281.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.270B90-B147B182682.8902681.6901.20B142676.8502675.6501.2020.3000.006050.610.011.281.291.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.200B147-B153B182676.8502675.6501.20B142664.6202663.4201.2061.8000.006050.610.031.291.331.5016060.005396179718.310.910.080.550.191.112.57OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm596.17596.17596.17Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL596.17596.17TRAMO:CALLE N 12ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B99-B100B032691.3302690.131.20B152690.3802689.1801.2018.0000.052785.280.011.001.011.5016060.005396179754.082.690.031.170.115.962.02OkPVC-UF1.200B100-B101B152690.3802689.1801.20B142690.3502688.971.3821.0000.010001.000.011.011.021.5016060.005396179723.541.170.060.650.171.632.43OkPVC-UF1.290B101-B94B202690.3502688.9701.38B182690.1402688.601.5437.3000.009920.990.021.021.041.5016060.005396179723.451.170.060.650.171.622.43OkPVC-UF1.460B99-B36B182691.3302690.1301.20B142686.5002685.3001.2066.4000.006570.660.041.041.081.5016060.005396179719.080.950.080.560.191.182.55OkPVC-UF1.200B22-B98B182689.7002688.5001.20B142687.6202686.421.2046.1000.045124.510.031.081.101.5016060.005396179750.002.490.031.110.125.262.05OkPVC-UF1.200B98-B36B182687.6202686.4201.20B142686.5002685.3001.2039.5600.028312.830.021.101.121.5016060.005396179739.611.970.040.940.133.672.16OkPVC-UF1.200B22-B8B182689.7002688.5001.20B142685.6002684.4001.2058.0300.070657.070.031.121.161.5016060.005396179762.573.110.021.290.117.441.95OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm286.39286.39286.39Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL286.39286.39TRAMO:CALLE N 13ItemTipo 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 Tractiva (Pa)Velocidad critica (m/s)0B104-B35B032687.6702686.471.20B152683.9802682.7801.2049.4000.074707.470.031.001.031.5016060.005396179764.343.200.021.320.117.801.94OkPVC-UF1.200B104-B21B152687.6702686.4701.20B142686.0002684.801.2030.0000.055675.570.021.031.041.5016060.005396179755.542.760.031.200.116.232.01OkPVC-UF1.200B21-B6B202686.0002684.8001.20B182683.0702681.871.2067.5600.043374.340.041.041.081.5016060.005396179749.022.440.031.100.125.142.06OkPVC-UF1.200B103-B6B182685.8202684.6201.20B142683.0702681.8701.2034.0000.006570.660.021.081.101.5016060.005396179719.080.950.080.560.191.182.55OkPVC-UF1.200B103-B102B182685.8202684.6201.20B142676.0002674.801.2044.2300.2220222.200.021.101.121.5016060.0053961797110.925.510.011.930.0818.051.71OkPVC-UF1.200B102-B116B182676.0002674.8001.20B142658.8802657.6801.2046.3000.3697636.980.031.121.151.5016060.0053961797143.147.110.012.310.0726.821.62OkPVC-UF1.20Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm271.49271.49271.49Tubera PVC-UF S-25 DN=160mmm0.000.000.00TOTAL271.49271.49TRAMO: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 Tractiva (Pa)Velocidad critica (m/s)0B139-B138B272708.5802707.780.80B282707.9502707.150.8012.8000.049224.920.011.001.011.5016080.005396179752.222.600.031.140.125.652.03OkPVC-UF0.800B138-B137B282707.9502707.1500.80B762708.1902706.991.2013.5000.011851.190.011.011.011.5016080.005396179725.631.270.060.690.161.862.38OkPVC-UF1.000B137-B136B282708.1902706.9901.20B762706.5702705.770.8022.0000.055455.550.011.011.031.5016080.005396179755.432.760.031.190.116.212.01OkPVC-UF1.000B136-B66B282706.5702705.7700.80B762705.4602704.261.2014.6000.1034210.340.011.031.031.5016080.005396179775.703.760.021.490.1010.071.87OkPVC-UF1.000B139-B140B282708.5802707.7800.80B762708.3402707.540.8015.3000.015691.570.011.031.041.5016080.005396179729.481.470.050.760.152.322.31OkPVC-UF0.800B140-B141B282708.3402707.5400.80B762706.1202705.320.8036.7000.060496.050.021.041.061.5016080.005396179757.902.880.031.230.116.601.98OkPVC-UF0.800B141-B148B282706.1202705.3200.80B762703.5802702.381.2034.0000.086478.650.021.061.081.5016080.005396179769.223.440.021.390.108.701.90OkPVC-UF1.000B148-B143B282703.5802702.3801.20B762697.9002696.701.2065.0000.087388.740.041.081.121.5016080.005396179769.593.460.021.400.108.801.90OkPVC-UF1.200B143-B149B282697.9002696.7001.20B762696.4002695.101.3022.0000.072737.270.011.121.131.5020080.0053961797115.103.660.011.270.087.261.90OkPVC-UF1.250B149-B150B282696.4002695.1001.30B762688.6302687.431.2075.0000.1022710.230.041.131.171.5020080.0053961797136.494.340.011.430.079.461.82OkPVC-UF1.250B150-B151B282688.6302687.4301.20B762683.4202682.221.2050.0000.1042010.420.031.171.201.5020080.0053961797137.774.380.011.440.079.641.82OkPVC-UF1.200B151-B152B282683.4202682.2201.20B762675.4102674.211.2044.5000.1800018.000.021.201.221.5020080.0053961797181.085.760.011.740.0614.611.71OkPVC-UF1.200B152-B153B282675.4102674.2101.20B762664.6202663.421.2051.2000.2107421.070.031.221.251.5020080.0053961797195.936.230.011.840.0616.591.68OkPVC-UF1.200B153-B154B282664.6202663.4201.20B762661.6302660.431.2075.0000.039873.990.041.251.291.5020080.005396179785.222.710.021.030.094.592.04OkPVC-UF1.200B154-B155B282661.6302660.4301.20B762658.1002656.901.2050.0000.070607.060.031.291.321.5020080.0053961797113.413.610.011.260.087.111.90OkPVC-UF1.200B155-B156B282658.1002656.9001.20B762655.2002654.001.2068.0000.042654.260.041.321.361.5020080.005396179788.142.800.021.050.094.822.02OkPVC-UF1.200B156-B118B282655.2002654.0001.20B762650.6702649.471.2075.0000.060406.040.041.361.401.5020080.0053961797104.893.340.011.190.086.301.94OkPVC-UF1.200B118-B119B282650.6702649.4701.20B762645.6502644.451.2070.0000.071717.170.041.401.431.5020080.0053961797114.303.640.011.270.087.221.90OkPVC-UF1.200B119-B120B282645.6502644.4501.20B762638.9102637.711.2070.0000.096299.630.041.431.471.5020080.0053961797132.444.210.011.400.079.081.84OkPVC-UF1.200B120-B121B282638.9102637.7101.20B762634.3302633.131.2069.0000.066386.640.041.471.511.5120080.0053943598109.963.500.011.230.086.801.92OkPVC-UF1.200B121-B122B282634.3302633.1301.20B762628.7202627.521.2082.0000.068416.844.621.516.136.1320080.0050507302111.643.550.051.890.1613.062.62OkPVC-UF1.200B122-B123B282628.7202627.5201.20B762620.9902619.791.2065.0000.1189211.894.656.1310.7810.7820080.0049183905147.194.680.072.720.1825.852.80OkPVC-UF1.200B123-B124B282620.9902619.7901.20B762605.2702604.071.2065.0000.2418524.184.6910.7815.4715.4720080.0048356233209.906.680.073.900.1852.972.81OkPVC-UF1.200B124-B130B282605.2702604.0701.20B762596.6002595.401.2060.0000.1445014.454.7215.4720.2020.2020080.0047754636162.245.160.123.510.2439.733.15OkPVC-UF1.200B130-B131B282596.6002595.4001.20B762593.4102592.211.2060.0000.053175.324.7620.2024.9524.9520080.004728240298.413.130.252.610.3419.823.66OkPVC-UF1.200B131-B132B282593.4102592.2101.20B762588.1002586.901.2061.0000.087058.704.7924.9529.7429.7420080.0046893845125.934.010.243.270.3331.493.61OkPVC-UF1.200B132-B133B282588.1002586.9001.20B762585.4102584.211.2045.0000.059785.984.8129.7434.5534.5520080.0046564379104.353.320.332.980.4024.933.87OkPVC-UF1.200B133-B134B282585.4102584.2101.20B762587.0902583.893.2051.0000.006270.634.8434.5539.3939.3920080.004627829133.811.081.171.081.003.084.20no cumplePVC-UF2.200B134-B135B282587.0902583.8903.20B762581.2002576.704.5078.0000.092189.224.8839.3944.2844.2820080.0046024782129.584.120.343.730.4038.923.90OkPVC-UF3.85Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm214.37214.37214.37Tubera PVC-UF S-25 DN=160mmmTubera PVC-UF S-25 DN=200mmm1286.701,286.701286.70TOTAL1,501.071,501.07TRAMO:RED EMISOR 02ItemTipo 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)98B75-B76B752745.2202743.721.50B762744.9002742.902.0068.7500.011931.190.041.001.041.5020080.005396179746.611.480.030.670.121.802.33OkPVC-UF1.75Resumen Metrado de TuberaDescripcinUnidadParcialSubtotalTotalTubera PVC-UF S-25 DN=160mmm68.7568.7568.75Tubera PVC-UF S-25 DN=160mmmTOTAL68.7568.75

BUZO COLECT. POR ALTURASMETRADO DE BUZONES EN COLECTORESINSTALACION DE AGUA Y ALCANTARILLADO DE SAN SEBASTIAN DE SACRACA DEL DISTRITO DE LAMPA, PROVINCIA DE PAUCAR DEL SARA SARA AYACUCHODescripcion:Buzones a proyectar9.00N de BuznAltura de BuznBUZONES A PROYECTAR