HOJA CORDOVACALCULO HIDRAULICO PARA UN SISTEMA DE ALCANTARILLADO SEPARATIVO POR EL METODO DEL CAUDAL DE DISTRIBUCON EN MARCHAPROYECTO:LOCALIDAD:CAUDAL DEL DESAGUE =23.14l/sCAUDAL UNITARIO =0.01205l/s/mSo mn =0.008Vmn =0.6m/sLONGITUD TOTAL =1,920.00mCAUDAL INFILTRACION =0.00400l/s/mD mn =8plgVmx =3.0m/sCAUDAL EN MARCHA =0.01605l/s/mn MANNING =0.013C.S.N.(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16)(17)(18)(19)(20)(21)(22)(23)COLECTORTRAMON DE BUZONNOMBRELONGITUDTRAMO CONTRIBUYENTECAUDALCONTRIBUCIONCAUDALDESCARGA EN ELCOTA DEL TERRENOALTURA DEL BUZONCOTA DE FONDO BZDESNIVEL ENTREPENDIENTEDIAMETROSecc. Parcial y/D=0.75A. ARRIBAA. ABAJOCalle/Av/Jr(m)NCONTRIBUCION (l/s)A. ARRIBA (l/s)DEL TRAMO (l/s)A. ABAJO (l/s)TRAMO (l/s)A. ARRIBAA. ABAJOA. ARRIBAA. ABAJOA. ARRIBAA. ABAJOFONDO BZs (m)S0D (plg)CAUDAL l/sVELOCIDAD m/s66 - II3480.00--------0.0001.2841.284----93.4092.801.201.2492.2091.560.640.0080826.81.066 - I4880.00--------1.2841.2842.5683 - I92.8090.581.241.2091.5689.382.180.0273849.41.9655 - II91380.00--------0.0001.2841.284----91.7090.601.201.2090.5089.401.100.0138835.11.395 - I131480.00--------1.2841.2842.5684 - I90.6089.281.201.2089.4088.081.320.0165838.41.5244 - IV5980.00--------0.0001.2841.284----93.4091.701.201.2092.2090.501.700.0213843.61.734 - III91080.00--------1.2841.2842.568----91.7090.581.201.2090.5089.381.120.0140835.41.404 - II101480.00--------2.5681.2843.852----90.5889.281.201.2089.3888.081.300.0163838.21.514 - I141580.005 - I2.5686.4201.2847.7041 - I89.2888.541.201.2088.0887.340.740.0092828.71.1433 - IV2380.00--------0.0001.2841.284----94.2093.401.201.2093.0092.200.800.0100829.91.183 - III3780.00--------1.2841.2842.568----93.4090.981.201.2092.2089.782.420.0303852.12.063 - II7880.00--------2.5681.2843.852----90.9890.581.201.4489.7889.140.640.0080826.81.063 - I81280.006 - I2.5686.4201.2847.7042 - I90.5888.681.441.2089.1487.481.660.0208843.11.7122 - VI1280.00--------0.0001.2841.284----95.2094.201.201.2094.0093.001.000.0125833.41.322 - V2680.00--------1.2841.2842.568----94.2091.801.201.2093.0090.602.400.0300851.82.052 - IV6780.00--------2.5681.2843.852----91.8090.981.201.2090.6089.780.820.0102830.21.202 - III71180.00--------3.8521.2845.136----90.9889.301.201.2089.7888.101.680.0210843.31.712 - II111280.00--------5.1361.2846.420----89.3088.681.201.2288.1087.460.640.0080826.81.062 - I121680.003 - I7.70514.1251.28415.409EMISOR88.6887.601.221.2087.4686.401.060.0133834.51.3611 - VI1580.00--------0.0001.2841.284----95.2093.401.201.2094.0092.201.800.0225844.91.781 - V5680.00--------1.2841.2842.568----93.4091.801.201.2092.2090.601.600.0200842.31.671 - IV61080.00--------2.5681.2843.852----91.8090.581.201.2090.6089.381.220.0153837.01.461 - III101180.00--------3.8521.2845.136----90.5889.301.201.2089.3888.101.280.0160837.81.501 - II111580.00--------5.1361.2846.420----89.3088.541.201.2088.1087.340.760.0095829.21.151 - I151680.004 - I7.70514.1251.28415.409EMISOR88.5487.601.201.2087.3486.400.940.0118832.51.29DIAGRAMA DE FLUJO1,920.0030.820

123456789101112131415166-II3-IV2-VI3-II2-IV1-V2-II1-III4-III1-I4-I5-I6-I3-I2-I3-III2-III1-II2-V1-IV4-II1-VI4-IV5-IIEMISOR

HOJA PERFECCIONADACALCULO HIDRAULICO PARA UN SISTEMA DE ALCANTARILLADO SEPARATIVO POR EL METODO DEL CAUDAL DE DISTRIBUCON EN MARCHA-UNI FICPROYECTO:0.15240.2032LOCALIDAD:240CAUDAL DEL DESAGUE =23.14l/sCAUDAL UNITARIO =0.01205l/s/mSo mn =0.008Vmn =0.6m/sLONGITUD TOTAL =1,920.00mCAUDAL INFILTRACION =0.00400l/s/mD mn =8plgVmx =3.0m/sCAUDAL EN MARCHA =0.01605l/s/mn MANNING =0.013C.S.N.CORRECCIONES - SOLO SI INDICA CORREGIR(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16)(17)(18)(19)(20)(15)'(16)'(17)'(18)'(19)'(20)'(21)(22)(23)COLECTORTRAMON DE BUZONNOMBRELONGITUDTRAMO CONTRIBUYENTECAUDALCONTRIBUCIONCAUDALDESCARGA EN ELCOTA DEL TERRENOALTURA DEL BUZONCOTA DE FONDO BZDESNIVEL ENTREPENDIENTEALERTANUEVO HZNUEVO DESNIVELCOTA TUBER. DE FONDO BZDESNIVEL ENTREPENDIENTEDIAMETROSecc. Parcial y/D=0.75APRVERIF.VELOC.A. ARRIBAA. ABAJOCalle/Av/Jr(m)NCONTRIBUCION (l/s)A. ARRIBA (l/s)DEL TRAMO (l/s)A. ABAJO (l/s)TRAMO (l/s)A. ARRIBAA. ABAJOA. ARRIBAA. ABAJOA. ARRIBAA. ABAJOFONDO BZs (m)S0A. ARRIBAA. ABAJOTUBERIAA. ARRIBAA. ABAJOFONDO BZs (m)S0D (plg)CAUDAL l/sVELOCIDAD m/s66 - II3480.00----00.0001.2841.284----93.4092.801.201.2092.2091.600.600.0075CORREGIR1.201.240.6492.2091.560.640.0080827.91.070.02610.42560.0613CUMPLE VELOC.6 - I4880.00----01.2841.2842.5683 - I92.8090.581.201.2091.6089.382.220.0278OK1.241.201.2091.5689.382.180.0273851.51.970.02610.42560.0613CUMPLE VELOC.55 - II91380.00----00.0001.2841.284----91.7090.601.201.2090.5089.401.100.0138OK1.201.201.2090.5089.401.100.0138836.61.400.02610.42560.0613CUMPLE VELOC.5 - I131480.00----01.2841.2842.5684 - I90.6089.281.201.2089.4088.081.320.0165OK1.201.201.2089.4088.081.320.0165840.11.540.02610.42560.0613CUMPLE VELOC.44 - IV5980.00----00.0001.2841.284----93.4091.701.201.2092.2090.501.700.0213OK1.201.201.2092.2090.501.700.0213845.51.740.02610.42560.0613CUMPLE VELOC.4 - III91080.00----01.2841.2842.568----91.7090.581.201.2090.5089.381.120.0140OK1.201.201.2090.5089.381.120.0140836.91.420.02610.42560.0613CUMPLE VELOC.4 - II101480.00----02.5681.2843.853----90.5889.281.201.2089.3888.081.300.0163OK1.201.201.2089.3888.081.300.0163839.81.520.02610.42560.0613CUMPLE VELOC.4 - I141580.005 - I2.5686.4211.2847.7051 - I89.2888.541.201.2088.0887.340.740.0092OK1.201.201.2088.0887.340.740.0092830.01.150.02610.42560.0613CUMPLE VELOC.33 - IV2380.00----00.0001.2841.284----94.2093.401.201.2093.0092.200.800.0100OK1.201.201.2093.0092.200.800.0100831.21.200.02610.42560.0613CUMPLE VELOC.3 - III3780.00----01.2841.2842.568----93.4090.981.201.2092.2089.782.420.0303OK1.201.201.2092.2089.782.420.0303854.32.080.02610.42560.0613CUMPLE VELOC.3 - II7880.00----02.5681.2843.853----90.9890.581.201.2089.7889.380.400.0050CORREGIR1.201.440.6489.7889.140.640.0080827.91.070.02610.42560.0613CUMPLE VELOC.3 - I81280.006 - I2.5686.4211.2847.7052 - I90.5888.681.201.2089.3887.481.900.0237OK1.441.201.2089.1487.481.660.0208844.91.720.02610.42560.0613CUMPLE VELOC.22 - VI1280.00----00.0001.2841.284----95.2094.201.201.2094.0093.001.000.0125OK1.201.201.2094.0093.001.000.0125834.91.340.02610.42560.0613CUMPLE VELOC.2 - V2680.00----01.2841.2842.568----94.2091.801.201.2093.0090.602.400.0300OK1.201.201.2093.0090.602.400.0300854.02.070.02610.42560.0613CUMPLE VELOC.2 - IV6780.00----02.5681.2843.853----91.8090.981.201.2090.6089.780.820.0102OK1.201.201.2090.6089.780.820.0102831.61.210.02610.42560.0613CUMPLE VELOC.2 - III71180.00----03.8531.2845.137----90.9889.301.201.2089.7888.101.680.0210OK1.201.201.2089.7888.101.680.0210845.21.730.02610.42560.0613CUMPLE VELOC.2 - II111280.00----05.1371.2846.421----89.3088.681.201.2088.1087.480.620.0077CORREGIR1.201.220.6488.1087.460.640.0080827.91.070.02610.42560.0613CUMPLE VELOC.2 - I121680.003 - I7.70514.1261.28415.410EMISOR88.6887.601.201.2087.4886.401.080.0135OK1.221.201.2087.4686.401.060.0133835.91.380.02610.42560.0613CUMPLE VELOC.11 - VI1580.00----00.0001.2841.284----95.2093.401.201.2094.0092.201.800.0225OK1.201.201.2094.0092.201.800.0225846.81.790.02610.42560.0613CUMPLE VELOC.1 - V5680.00----01.2841.2842.568----93.4091.801.201.2092.2090.601.600.0200OK1.201.201.2092.2090.601.600.0200844.11.690.02610.42560.0613CUMPLE VELOC.1 - IV61080.00----02.5681.2843.853----91.8090.581.201.2090.6089.381.220.0153OK1.201.201.2090.6089.381.220.0153838.51.480.02610.42560.0613CUMPLE VELOC.1 - III101180.00----03.8531.2845.137----90.5889.301.201.2089.3888.101.280.0160OK1.201.201.2089.3888.101.280.0160839.51.510.02610.42560.0613CUMPLE VELOC.1 - II111580.00----05.1371.2846.421----89.3088.541.201.2088.1087.340.760.0095OK1.201.201.2088.1087.340.760.0095830.41.170.02610.42560.0613CUMPLE VELOC.1 - I151680.004 - I7.70514.1261.28415.410EMISOR88.5487.601.201.2087.3486.400.940.0118OK1.201.201.2087.3486.400.940.0118833.81.300.02610.42560.0613CUMPLE VELOC.DIAGRAMA DE FLUJO1,920.0030.820

123456789101112131415166-II3-IV2-VI3-II2-IV1-V2-II1-III4-III1-I4-I5-I6-I3-I2-I3-III2-III1-II2-V1-IV4-II1-VI4-IV5-IIEMISOR

EXAMEN FINALCALCULO HIDRAULICO PARA UN SISTEMA DE ALCANTARILLADO SEPARATIVO POR EL METODO DEL CAUDAL DE DISTRIBUCON EN MARCHA-UNI FICPROYECTO:0.15240.2032LOCALIDAD:240CAUDAL DEL DESAGUE =4.12l/sCAUDAL UNITARIO =0.00618l/s/mSo mn =0.008Vmn =0.6m/sLONGITUD TOTAL =666.42mCAUDAL INFILTRACION =0.00050l/s/mD mn =8plgVmx =3.0m/sCAUDAL EN MARCHA =0.00668l/s/mn MANNING =0.013C.S.N.CORRECCIONES - SOLO SI INDICA CORREGIR(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16)(17)(18)(19)(20)(15)(16)(17)(18)(19)(20)(21)(22)(23)COLECTORTRAMON DE BUZONNOMBRELONGITUDTRAMO CONTRIBUYENTECAUDALCONTRIBUCIONCAUDALDESCARGA EN ELCOTA DEL TERRENOALTURA DEL BUZONCOTA DE FONDO BZDESNIVEL ENTREPENDIENTEALERTANUEVO HZNUEVOS DESNIVELESCOTA TUBER. DE FONDO BZDESNIVEL ENTREPENDIENTEDIAMETROSecc. Parcial y/D=0.75APRVERIF.VELOC.A. ARRIBAA. ABAJOCalle/Av/Jr(m)NCONTRIBUCION (l/s)A. ARRIBA (l/s)DEL TRAMO (l/s)A. ABAJO (l/s)TRAMO (l/s)A. ARRIBAA. ABAJOA. ARRIBAA. ABAJOA. ARRIBAA. ABAJOFONDO BZs (m)S0A. ARRIBAA. ABAJOTUBERIAA. ARRIBAA. ABAJOFONDO BZs (m)S0D (plg)CAUDAL l/sVELOCIDAD m/s33 - I32100.00----00.0000.6680.6682-I42.8042.651.201.2041.6041.450.150.0015CORREGIR1.201.850.8041.6040.800.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.22 - II12100.00----00.0000.6680.668----43.9042.651.201.2042.7041.451.250.0125OK1.201.201.2042.7041.451.250.0125834.91.340.02610.42560.0613CUMPLE VELOC.2 - I24100.003 - I0.6681.3360.6682.0041 - I42.6542.101.201.2041.4540.900.550.0055CORREGIR1.201.450.8041.4540.650.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.11- IV13141.42----00.0000.9450.945----43.9042.801.201.2042.7041.601.100.0078CORREGIR1.201.231.1342.7041.571.130.0080827.91.070.02610.42560.0613CUMPLE VELOC.1 - III35100.00----00.9450.6681.613----42.8042.021.201.2041.6040.820.780.0078CORREGIR1.231.250.8041.5740.770.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.1 - II54100.00----01.6130.6682.281----42.0242.101.201.2040.8240.90-0.08-0.0008CORREGIR1.252.130.8040.7739.970.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.1 - I4BS25.002 - I2.0044.2850.1674.453EMISOR42.1042.031.201.2040.9040.830.070.0028CORREGIR2.132.260.2039.9739.770.200.0080827.91.070.02610.42560.0613CUMPLE VELOC.666.424.453TUBERIA 3DIAGRAMA DE FLUJOTERRENOTUBERIARL.ACUMCOTAL.ACUMCOTAA.ARRIBA3 - I0.0042.800.0041.60A.ABAJO100.0042.65100.0040.80A.ARRIBA2-IITUBERIA 2A.ABAJOA.ARRIBA2-ITERRENOTUBERIAA.ABAJOL.ACUMCOTAL.ACUMCOTA0.0043.900.0042.70100.0042.65100.0041.45100.0042.65100.0041.45200.0042.10200.0040.65A.ARRIBA1-IVA.ABAJOTUBERIA 1TERRENOTUBERIAL.ACUMCOTAL.ACUMCOTA0.0043.900.0042.70141.4242.80141.4241.57141.4242.80141.4241.57241.4242.02241.4240.77241.4242.02241.4240.77341.4242.10341.4239.97341.4242.10341.4239.97366.4242.03366.4239.77BS

132451-I1-II1-III1-IV2-I2-II3-I

EXAMEN FINAL

COTAS (m)LONG.ACUM(m)TERRENOTUBERIA

BASICO - PERFECTOCALCULO HIDRAULICO PARA UN SISTEMA DE ALCANTARILLADO SEPARATIVO POR EL METODO DEL CAUDAL DE DISTRIBUCON EN MARCHA-UNI FICPROYECTO:0.15240.2032LOCALIDAD:240CAUDAL DEL DESAGUE =4.12l/sCAUDAL UNITARIO =0.00618l/s/mSo mn =0.008Vmn =0.6m/sLONGITUD TOTAL =666.42mCAUDAL INFILTRACION =0.00050l/s/mD mn =8plgVmx =3.0m/sCAUDAL EN MARCHA =0.00668l/s/mn MANNING =0.013C.S.N.CORRECCIONES - SOLO SI INDICA CORREGIR(1)(2)(3)(4)(5)(6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16)(17)(18)(19)(20)(15)(16)(17)(18)(19)(20)(21)(22)(23)COLECTORTRAMON DE BUZONNOMBRELONGITUDTRAMO CONTRIBUYENTECAUDALCONTRIBUCIONCAUDALDESCARGA EN ELCOTA DEL TERRENOALTURA DEL BUZONCOTA DE FONDO BZDESNIVEL ENTREPENDIENTEALERTANUEVO HZNUEVOS DESNIVELESCOTA TUBER. DE FONDO BZDESNIVEL ENTREPENDIENTEDIAMETROSecc. Parcial y/D=0.75APRVERIF.VELOC.A. ARRIBAA. ABAJOCalle/Av/Jr(m)NCONTRIBUCION (l/s)A. ARRIBA (l/s)DEL TRAMO (l/s)A. ABAJO (l/s)TRAMO (l/s)A. ARRIBAA. ABAJOA. ARRIBAA. ABAJOA. ARRIBAA. ABAJOFONDO BZs (m)S0A. ARRIBAA. ABAJOTUBERIAA. ARRIBAA. ABAJOFONDO BZs (m)S0D (plg)CAUDAL l/sVELOCIDAD m/s33 - I32100.00----00.0000.6680.6682-I42.8042.651.201.2041.6041.450.150.0015CORREGIR1.201.850.8041.6040.800.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.22 - II12100.00----00.0000.6680.668----43.9042.651.201.2042.7041.451.250.0125OK1.201.201.2042.7041.451.250.0125834.91.340.02610.42560.0613CUMPLE VELOC.2 - I24100.003 - I0.6681.3360.6682.0041 - I42.6542.101.201.2041.4540.900.550.0055CORREGIR1.201.450.8041.4540.650.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.11- IV13141.42----00.0000.9450.945----43.9042.801.201.2042.7041.601.100.0078CORREGIR1.201.231.1342.7041.571.130.0080827.91.070.02610.42560.0613CUMPLE VELOC.1 - III35100.00----00.9450.6681.613----42.8042.021.201.2041.6040.820.780.0078CORREGIR1.231.250.8041.5740.770.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.1 - II54100.00----01.6130.6682.281----42.0242.101.201.2040.8240.90-0.08-0.0008CORREGIR1.252.130.8040.7739.970.800.0080827.91.070.02610.42560.0613CUMPLE VELOC.1 - I4BS25.002 - I2.0044.2850.1674.453EMISOR42.1042.031.201.2040.9040.830.070.0028CORREGIR2.132.260.2039.9739.770.200.0080827.91.070.02610.42560.0613CUMPLE VELOC.666.424.453TUBERIA 3DIAGRAMA DE FLUJOTERRENOTUBERIARL.ACUMCOTAL.ACUMCOTAA.ARRIBA3 - I0.0042.800.0041.60A.ABAJO100.0042.65100.0040.80A.ARRIBA2-IITUBERIA 2A.ABAJOA.ARRIBA2-ITERRENOTUBERIAA.ABAJOL.ACUMCOTAL.ACUMCOTA0.0043.900.0042.70100.0042.65100.0041.45100.0042.65100.0041.45200.0042.10200.0040.65A.ARRIBA1-IVA.ABAJOTUBERIA 1TERRENOTUBERIAL.ACUMCOTAL.ACUMCOTA0.0043.900.0042.70141.4242.80141.4241.57141.4242.80141.4241.57241.4242.02241.4240.77241.4242.02241.4240.77341.4242.10341.4239.97341.4242.10341.4239.97366.4242.03366.4239.77BS

TUBERIA 3TERRENOTUBERIACOTAS (m)LONG.ACUM(m)TUBERIA 2TUBERIA 3TERRENOTUBERIACOTAS (m)LONG.ACUM(m)132451-I1-II1-III1-IV2-I2-II3-I

BASICO - PERFECTO42.841.642.6540.8

COTAS (m)LONG.ACUM(m)TERRENOTUBERIA

TUBERIA 3TERRENOTUBERIA0010010010010020020043.942.742.6541.4542.6541.4542.140.65COTAS (m)LONG.ACUM(m)TUBERIA 2TUBERIA 3TERRENOTUBERIA00141.42141.42141.42141.42241.42241.42241.42241.42341.42341.42341.42341.42366.42366.4243.942.742.841.5686442.841.5686442.0240.7686442.0240.7686442.139.9686442.139.9686442.0339.76864COTAS (m)LONG.ACUM(m)