AforosCUADRO DE AFOROSProyecto:MEJORAMIENTO DEL SERVICIO DE AGUA DEL SISTEMA DE RIEGO PUENTE TABLA, CASERIO CAPACHIQUE, DISTRITO DE USQUIL, PROVINCIA DE OTUZCO - LA LIBERTADEstacion :No.HORALECTURAUna seal cada :1 RevolucionRio :PerejilDE ESCALA (m)MedicionVadeoCuenca :PerejilInicial :13:30Inicial :Correntom.No. :SIAP N 15366Descripcin : CANAL PUENTE TABLAFinal :15:30Final :Lastre :Helice30.11430.0217Duracion2:00Media :Ecuacin :V = 0.1143 N + 0.0217Fecha :8/22/14Operadores :SONDEOSCORRENTOMETROVELOCIDADSECCIONCAUDALDistanciaProfundidadProfundidadNo deTiempo enRevol. porEn elMedia en laMedia en laAncho deProfundidadAreaPARCIALVert.del puntototalMetodode medicionLECTURA DE N DE REVOLUCIONESPROMEDIORevol.SegundossegundoPuntoverticalSeccionla SeccionMediaParcialm3/seginicialmmPromediom/segm/segm/segmmm2MI0.000.0000.00010.300.130.60.0867.0066.0066.5020.00201.000.1360.1360.070.300.070.020.0020.800.160.60.10130.00130.00130.00130.0035.66201.780.2250.2250.180.300.150.040.0131.300.170.60.10137.00138.00135.00137.00136.7540.05202.000.2510.2510.190.400.170.070.0141.800.220.60.13236.00232.00230.00231.00232.2555.63202.780.3400.3400.210.500.200.100.0252.300.280.60.17269.00266.00268.00267.6765.54203.280.3960.3960.370.600.250.150.0662.800.360.60.22303.00308.00305.00306.00305.5078.45203.920.4700.4700.430.600.320.190.0873.300.370.60.22343.00347.00338.00343.00342.00342.6088.36204.420.5270.5270.500.600.370.220.1183.800.400.60.24353.00350.00348.00349.00350.0098.69204.930.5860.5860.560.600.390.230.1394.300.330.60.20354.00351.00360.00356.00355.2585.65204.280.5110.5110.550.600.370.220.12104.800.340.60.20319.00313.00313.00320.00318.00316.6078.36203.920.4700.4700.490.600.340.200.10115.300.320.60.19330.00327.00323.00331.00331.00328.4068.49203.420.4130.4130.440.600.330.200.09125.800.210.60.13327.00332.00323.00328.00327.5064.32203.220.3890.3890.400.600.270.160.06136.300.340.60.20260.00264.00265.00267.00264.0055.12202.760.3370.3370.360.600.280.170.06146.800.290.60.17238.00230.00231.00234.00233.2546.45202.320.2870.2870.200.600.320.190.04157.300.270.60.16220.00219.00220.00219.6733.46201.670.2130.2130.250.350.280.100.02167.800.210.60.13250.00246.00253.00250.00249.7525.98201.300.1700.1700.120.300.240.070.01M:D8.000.190.60.1100.0000.090.200.100.020.00VELOCIDAD MEDIA (m/s)0.32CAUDAL PROMEDIO (m3/s)0.054