AFOROS_CANAL_QUIROZ_(Para Trabajarlo y Demostrar Perdidas)
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ESTACION: km 1+500 CANAL QUIROZ 8.749 m3/Seg Ecuación de Calibración: V=0.2534 N + 0.0509 PROF. ANCHO (m) PROF. MEDIA AREA (m2) 0.00 0.00 0.00 00 0.051 1.02 0.98 0.39 07 1.867 0.959 1.02 0.490 0.500 0.479 1.040 0.960 2.04 1.01 0.40 10 2.543 2.205 1.02 0.995 1.015 2.238 1.040 0.001 3.06 1.03 0.41 12 2.965 2.754 1.02 1.020 1.040 2.865 1.040 0.000 4.08 1.00 0.40 08 2.095 2.530 1.02 1.015 1.035 2.619 1.040 0.001 5.10 0.00 0.00 00 0.051 1.073 1.02 0.500 0.510 0.547 1.040 1.000 4.100 8.749 perimetro humedo = 5.10 4.08 3.06 2.04 1.02 5.10 m 0.98 0.98 m 4.05 m ESTACION: km 2+500 CANAL QUIROZ 8.629 m3/Seg Ecuación de Calibración: V=0.2534 N + 0.0509 PROF. ANCHO (m) PROF. MEDIA AREA (m2) 0.00 0.00 0.00 00 0.051 1.04 1.05 0.42 06 1.571 0.811 1.04 0.525 0.546 0.443 1.082 1.103 2.08 1.08 0.43 09 2.357 1.964 1.04 1.065 1.108 2.175 1.082 0.001 3.12 1.06 0.42 11 2.712 2.534 1.04 1.070 1.113 2.820 1.082 0.000 4.16 1.04 0.42 08 2.078 2.395 1.04 1.050 1.092 2.615 1.082 0.000 5.20 0.00 0.00 00 0.051 1.065 1.04 0.520 0.541 0.576 1.082 1.082 4.399 8.629 perimetro humedo = 4.16 3.12 2.08 1.04 5.20 m 1.05 1.08 1.06 1.04 3.99 m FECHA: 26/07/08 HORA INICIO: 9:00 horas CAUDAL REGISTRADO: HORA FINAL: 11:20 horas MOLINETE: SIAP - HELICE 2 DIST. DEL PTO INICIAL PROF. DE OBS. NUMERO DE REV. / Seg VEL. EN EL PUNTO (m/s) MEDIA DEL TRAMO (m/s) GASTO PARCIAL (m3/s) FECHA: 26/07/08 HORA INICIO: 11:20 horas CAUDAL REGISTRADO: HORA FINAL: 13:10 horas MOLINETE: SIAP - HELICE 2 DIST. DEL PTO INICIAL PROF. DE OBS. NUMERO DE REV. / Seg VEL. EN EL PUNTO (m/s) MEDIA DEL TRAMO (m/s) GASTO PARCIAL (m3/s)
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PARA DEMOSTRAR PERDIDAS
Transcript of AFOROS_CANAL_QUIROZ_(Para Trabajarlo y Demostrar Perdidas)
CANAL QUIROZESTACION: km 1+500 CANAL QUIROZFECHA: 26/07/08HORA INICIO: 9:00 horasCAUDAL REGISTRADO:8.749m3/SegHORA FINAL: 11:20 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0511.020.980.39071.8670.9591.020.4900.5000.4791.0400.9601.4142.041.010.40102.5432.2051.020.9951.0152.2381.0400.0011.0203.061.030.41122.9652.7541.021.0201.0402.8651.0400.0001.0204.081.000.40082.0952.5301.021.0151.0352.6191.0400.0011.0205.100.000.00000.0511.0731.020.5000.5100.5471.0401.0001.4284.1008.749perimetro humedo =5.9045.104.083.062.041.025.10m0.980.98m4.05mESTACION: km 2+500 CANAL QUIROZFECHA: 26/07/08HORA INICIO: 11:20 horasCAUDAL REGISTRADO:8.629m3/SegHORA FINAL: 13:10 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0511.041.050.42061.5710.8111.040.5250.5460.4431.0821.1031.4782.081.080.43092.3571.9641.041.0651.1082.1751.0820.0011.0403.121.060.42112.7122.5341.041.0701.1132.8201.0820.0001.0404.161.040.42082.0782.3951.041.0501.0922.6151.0820.0001.0405.200.000.00000.0511.0651.040.5200.5410.5761.0821.0821.4714.3998.629perimetro humedo =6.0694.163.122.081.045.20m1.051.081.061.043.99mESTACION: km 4+250 CANAL QUIROZFECHA: 26/07/08HORA INICIO: 13:20 horasCAUDAL REGISTRADO:8.377m3/SegHORA FINAL: 14:40 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0511.031.250.50051.4360.7441.030.6250.6440.4791.0611.5631.6202.061.230.49082.0951.7661.031.2401.2772.2551.0610.0001.0303.091.200.48092.3742.2341.031.2151.2512.7961.0610.0011.0304.121.190.48061.4871.9301.031.1951.2312.3761.0610.0001.0305.150.000.00000.0510.7691.030.5950.6130.4711.0611.4161.5745.0168.377perimetro humedo =6.2845.154.123.092.061.035.15m1.251.231.21.194.05mESTACION: km 6+300 CANAL QUIROZFECHA: 26/07/08HORA INICIO: 15:20 horasCAUDAL REGISTRADO:8.304m3/SegHORA FINAL: 17:50 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0510.891.400.56061.6300.8410.890.7000.6230.5240.7921.9601.6591.781.440.58082.0611.8460.891.4201.2642.3330.7920.0020.8912.671.420.57081.9512.0060.891.4301.2732.5530.7920.0000.8903.561.410.56071.7491.8500.891.4151.2592.3300.7920.0000.8904.450.000.00000.0510.9000.890.7050.6270.5650.7921.9881.6675.0468.304perimetro humedo =5.9984.453.562.671.780.894.45m1.401.441.421.414.05mESTACION: km 7+800 CANAL QUIROZFECHA: 27/07/08HORA INICIO: 09:35 horasCAUDAL REGISTRADO:8.149m3/SegHORA FINAL: 11:10 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0510.841.180.47082.1201.0860.840.5900.4960.5380.7061.3921.4481.681.210.48092.3652.2430.841.1951.0042.2510.7060.0010.8412.521.220.49092.4162.3910.841.2151.0212.4400.7060.0000.8403.361.180.47092.2472.3320.841.2001.0082.3500.7060.0020.8414.200.000.00000.0511.1490.840.5900.4960.5690.7061.3921.4484.0248.149perimetro humedo =5.4184.203.362.521.680.844.20m1.181.211.221.184.1mESTACION: km 8+800 CANAL QUIROZFECHA: 27/07/08HORA INICIO: 11:35 horasCAUDAL REGISTRADO:7.867m3/SegHORA FINAL: 13:20 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0510.760.900.36123.1171.5840.760.4500.3420.5420.5780.8101.1781.520.950.38133.3033.2100.760.9250.7032.2570.5780.0020.7622.280.910.36123.1423.2230.760.9300.7072.2780.5780.0020.7613.040.920.37133.2183.1800.760.9150.6952.2120.5780.0000.7603.810.000.00000.0511.6350.770.4600.3540.5790.5930.8461.2002.8017.867perimetro humedo =4.6603.813.042.281.520.763.81m0.900.950.910.924.05mESTACION: km 8+940 CANAL QUIROZFECHA: 27/07/08HORA INICIO: 13:40 horasCAUDAL REGISTRADO:7.490m3/SegHORA FINAL: 15:50 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.05090.760.960.38102.66941.36010.760.4800.3650.4960.5780.9221.2241.520.990.40112.90592.78760.760.9750.7412.0660.5780.0010.7612.281.020.41122.96502.93540.761.0050.7642.2420.5780.0010.7613.040.980.39112.73692.85100.761.0000.7602.1670.5780.0020.7613.800.000.00000.05091.39390.760.4900.3720.5190.5780.9601.2403.0027.490perimetro humedo =4.7473.803.042.281.520.763.80m0.960.991.020.984.05mESTACION: km 12+060 CANAL QUIROZFECHA: 27/05/08HORA INICIO: 16:10 horasCAUDAL REGISTRADO:6.984m3/SegHORA FINAL: 18:25 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0510.821.190.48081.9771.0140.820.5950.4880.4950.6721.4161.4451.641.220.49082.0952.0360.821.2050.9882.0120.6720.0010.8212.461.210.48082.0362.0650.821.2150.9962.0580.6720.0000.8203.281.170.47071.9431.9890.821.1900.9761.9410.6720.0020.8214.100.000.00000.0510.9970.820.5850.4800.4780.6721.3691.4293.9286.984perimetro humedo =5.3354.101.7650.2023.282.461.640.824.10m1.191.221.211.174.05m
Ef. Cond. Canal QuirozEFICIENCIA DE CONDUCCION SIN PROYECTO CANAL QUIROZ SAN LORENZOTRAMOPROGRESIVASECCIONLONG. TRAMOCAUDAL m3/sQEf Cond %PERIMETRO mAREAPERDIDAOBSERVACIONESINICIOFININICIALFINALm3/sTramoAcumuladoINICIALFINALm2l/m2/dia00+0001+500Regular15008.7495.904Canal en Mamposteria de piedra11+5002+50010008.7498.629-0.11998.6498.645.9046.0695,986.73-1,72222+5004+25017508.6298.377-0.25297.0895.756.0696.28410,809.48-2,01634+2506+30020508.3778.304-0.07399.1394.926.2845.99812,588.78-49846+3007+80015008.3048.149-0.15698.1393.155.9985.4188,561.97-1,56957+8008+80010008.1497.867-0.28296.5489.925.4184.6605,039.44-4,83768+8008+9401407.8677.490-0.37795.2185.614.6604.747658.51-49,46278+94012+06031207.4906.984-0.50693.2479.834.7475.33515,728.40-2,7801206079.83Eficiencia de Conduccion79.83Perdidas por Conduccin20.17
CANAL YUSCAYESTACION: km 0+330 CANAL YUSCAYFECHA: 10/06/08HORA INICIO: 06:30horasCAUDAL REGISTRADO:11.382m3/SegHORA FINAL: 07:40 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV. / SegVEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0511.151.260.50082.0781.0651.150.6300.7250.7711.3231.5881.7062.301.310.52092.3322.2051.151.2851.4783.2581.3230.0031.1513.451.330.53092.2052.2681.151.3201.5183.4431.3230.0001.1504.601.280.51081.9942.0991.151.3051.5013.1501.3230.0031.1515.760.000.00000.0511.0221.160.6400.7420.7591.3461.6381.7275.96311.382perimetro humedo =6.8864.603.452.301.155.76m1.26m4.64mESTACION: km 1+733 CANAL YUSCAYFECHA: 10/06/08HORA INICIO: 08:05 horasCAUDAL REGISTRADO:11.263m3/SegHORA FINAL: 10:00 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV.VEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0510.991.160.46092.3321.1910.990.5800.5740.6840.9801.3461.5251.981.180.47123.0922.7120.991.1701.1583.1410.9800.0000.9902.971.200.48112.9403.0160.991.1901.1783.5530.9800.0000.9903.961.170.47092.4502.6950.991.1851.1733.1610.9800.0010.9904.950.000.00000.0511.2500.990.5850.5790.7240.9801.3691.5334.66311.263perimetro humedo =6.0293.962.971.980.994.95m1.16m4.37mESTACION: km 2+520 CANAL YUSCAYFECHA: 10/06/08HORA INICIO: 10:10 horasCAUDAL REGISTRADO:10.982m3/SegHORA FINAL: 11:30 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV.VEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0511.0701.110.44082.0531.0521.070.5550.5940.6251.1451.2321.5422.1401.150.46123.0832.5681.071.1301.2093.1051.1450.0021.0713.2101.140.46112.8382.9611.071.1451.2253.6271.1450.0001.0704.2801.110.44082.1292.4841.071.1251.2042.9901.1450.0011.0705.330.000.00000.0511.0901.050.5550.5830.6351.1031.2321.5284.81510.982perimetro humedo =6.2814.283.212.141.075.33m1.11m4.2mESTACION: km 3+810 CANAL YUSCAYFECHA: 10/06/08HORA INICIO: 11:40 horasCAUDAL REGISTRADO:10.703m3/SegHORA FINAL: 13:30 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV.VEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.000.000.00000.0511.0281.130.45082.0781.0651.030.5650.5810.6181.0571.2771.5282.0561.150.46112.8892.4841.031.1401.1722.9111.0570.0001.0283.0841.170.47112.8382.8641.031.1601.1923.4151.0570.0001.0284.1121.140.46092.3232.5811.031.1551.1873.0641.0570.0011.0285.140.000.00000.0511.1871.030.5700.5860.6961.0571.3001.5354.71910.703perimetro humedo =6.1484.113.082.061.035.14m1.13m3.99mESTACION: km 4+630 CANAL YUSCAYFECHA: 10/06/08HORA INICIO: 14:30 horasCAUDAL REGISTRADO:10.481m3/SegHORA FINAL: 16:30 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV.VEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.0000.000.00000.0510.9921.290.52082.1541.1030.990.6450.6400.7050.9841.6641.6271.9841.310.52092.4082.2810.991.3001.2902.9410.9840.0000.9922.9761.320.53102.4672.4370.991.3151.3043.1790.9840.0000.9923.9681.280.51082.1292.2980.991.3001.2902.9630.9840.0020.9934.9600.000.00000.0511.0900.990.6400.6350.6920.9841.6381.6195.15810.481perimetro humedo =6.2243.972.981.980.994.96m1.29m3.77mESTACION: km 6+630 CANAL YUSCAYFECHA: 11/06/08HORA INICIO: 07:00 horasCAUDAL REGISTRADO:10.192m3/SegHORA FINAL: 08:40 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV.VEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.0000.000.00000.0511.0361.110.44092.2301.1411.040.5550.5750.6561.0731.2321.5182.0721.140.46112.7882.5091.041.1251.1662.9241.0730.0011.0363.1081.130.45102.6612.7241.041.1351.1763.2031.0730.0001.0364.1441.100.44082.1542.4081.041.1151.1552.7811.0730.0011.0365.1800.000.00000.0511.1031.040.5500.5700.6281.0731.2101.5114.64110.192perimetro humedo =6.1384.143.112.071.045.18m1.11m4.05mESTACION: km 8+730 CANAL YUSCAYFECHA: 11/06/08HORA INICIO: 09:00 horasCAUDAL REGISTRADO:9.974m3/SegHORA FINAL: 10:35 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV.VEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.0000.000.00000.0510.9781.190.48082.1791.1150.980.5950.5820.6490.9561.4161.5401.9561.200.48102.5852.3820.981.1951.1692.7840.9560.0000.9782.9341.210.48112.7122.6480.981.2051.1783.1210.9560.0000.9783.9121.180.47082.0872.3990.981.1951.1692.8040.9560.0010.9784.8900.000.00000.0511.0690.980.5900.5770.6170.9561.3921.5334.6759.974perimetro humedo =6.0073.912.931.960.984.89m1.19m3.7mESTACION: km 10+200 CANAL YUSCAYFECHA: 11/06/08HORA INICIO: 11:00 horasCAUDAL REGISTRADO:9.612m3/SegHORA FINAL: 12:45 horasMOLINETE: SIAP - HELICE 2Ecuacin de Calibracin: V=0.2534 N + 0.0509DIST. DEL PTO INICIALPROF.PROF. DE OBS.NUMERO DE REV.VEL. EN EL PUNTO (m/s)MEDIA DEL TRAMO (m/s)ANCHO (m)PROF. MEDIAAREA (m2)GASTO PARCIAL (m3/s)0.0000.000.00000.0510.9521.220.49092.2551.1530.950.6100.5810.6700.9061.4881.5471.9041.240.50092.3322.2930.951.2301.1712.6860.9060.0000.9522.8561.250.50102.5852.4580.951.2451.1852.9140.9060.0000.9523.8081.210.48082.0782.3320.951.2301.1712.7300.9060.0020.9534.7600.000.00000.0511.0650.950.6050.5760.6130.9061.4641.5404.6849.612perimetro humedo =5.9443.812.861.900.954.76m1.22m3.53m
Ef. Cond. YuscayEFICIENCIA DE CONDUCCION SIN PROYECTO CANAL YUSCAY SAN LORENZOTRAMOPROGRESIVASECCIONLONG. TRAMOCAUDALQEf CondPERIMETRO mAREAPERDIDAOBSERVACIONESINICIOFININICIALFINALm3/sTramoAcumuladoINICIALFINALm2l/m2/dia00+0000+330Regular33011.3826.886Canal en Mamposteria de piedra10+3301+733140311.38211.263-0.11998.9598.956.8866.0299,059.31-1,13521+7332+52078711.26310.982-0.28197.5196.496.0296.2814,843.76-5,01232+5203+810129010.98210.703-0.27997.4694.036.2816.1488,016.33-3,00743+8104+63082010.70310.481-0.22297.9392.086.1486.2245,072.23-3,78254+6306+630200010.48110.191-0.29097.2389.546.2246.13812,362.11-2,02766+6308+730210010.1919.974-0.21797.8787.636.1386.00712,753.11-1,47078+73010+20014709.9749.612-0.36296.3784.456.0075.9448,784.49-3,5601020084.45Eficiencia de Conduccion84.45Perdidas por Conduccin15.55
Esquema Hidraulico YuscayCANAL DE DERIVACION YUSCAYESTACION: km 0+330 CANAL YUSCAY11.382m3/Segkm 0+920Q= 0.02 m3/SegESTACION: km 1+733 CANAL YUSCAY11.263m3/SegESTACION: km 2+520 CANAL YUSCAY10.982m3/Segkm 3+500Q= 0.065 m3/SegESTACION: km 3+810 CANAL YUSCAY10.703m3/SegESTACION: km 4+630 CANAL YUSCAY10.481m3/Segkm 6+120Q= 0.0 m3/Segkm 6+200Q= 0.015 m3/Segkm 6+550Q= 0.010 m3/SegESTACION: km 6+630 CANAL YUSCAYkm 7+71010.192m3/SegQ= 0.020 m3/Segkm 8+400Q= 0.040 m3/SegESTACION: km 8+730 CANAL YUSCAY9.974m3/Segkm 9+600Q= 0.015 m3/SegESTACION: km 10+200 CANAL YUSCAYkm 10+6009.612m3/SegQ= 0.025 m3/Segkm 11+900Q= 0.060 m3/Segkm 12+900Q= 0.095 m3/Segkm 12+900Q= 0.095 m3/Seg
