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