Sub Cuencas de Drenaje Fluvial
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CÁLCULO DE CAUDALES POR EL MÉTODO RACIONAL ALCANTARILLAS TIPO I (TRAMO 01) T A L S tc tc i c Q años m2 m %o minutos horas mm/hora m3/s 2 3128765.576 1,585.51 0.135 0.57 0.01 32.42 0.59 16.626 5 3,128,765.58 1,585.51 0.135 0.57 0.01 38.54 0.59 19.762 10 3,128,765.58 1,585.51 0.135 0.57 0.01 43.17 0.59 22.135 20 3,128,765.58 1,585.51 0.135 0.57 0.01 47.79 0.59 24.508 50 3,128,765.58 1,585.51 0.135 0.57 0.01 53.91 0.59 27.644 100 3,128,765.58 1,585.51 0.135 0.57 0.01 58.54 0.59 30.017 ALCANTARILLA TIPO II (TRAMO 01) T A L S tc tc i c Q anos m2 m %o minutos horas mm/hora m3/s 2 3128765.576 2,706.16 0.119 0.93 0.02 32.06 0.59 16.438 5 3,128,765.58 2,706.16 0.119 0.93 0.02 38.11 0.59 19.540 10 3,128,765.58 2,706.16 0.119 0.93 0.02 42.68 0.59 21.886 20 3,128,765.58 2,706.16 0.119 0.93 0.02 47.26 0.59 24.232 50 3,128,765.58 2,706.16 0.119 0.93 0.02 53.30 0.59 27.333 100 3,128,765.58 2,706.16 0.119 0.93 0.02 57.88 0.59 29.679 PONTON WARACCO HUAYCCO PROYECTADO L=10M T A L S tc tc i c Q anos m2 m %o minutos horas mm/hora m3/s 2 9,918,169.66 5,994.28 0.105 1.81 0.03 31.22 0.59 50.74 5 9,918,169.66 5,994.28 0.105 1.81 0.03 37.10 0.59 60.31 10 9,918,169.66 5,994.28 0.105 1.81 0.03 41.56 0.59 67.55 20 9,918,169.66 5,994.28 0.105 1.81 0.03 46.01 0.59 74.79 50 9,918,169.66 5,994.28 0.105 1.81 0.03 51.90 0.59 84.37 100 9,918,169.66 5,994.28 0.105 1.81 0.03 56.36 0.59 91.61 PUENTE CHICLLARASOCC PROYECTADO L=16M T A L S tc tc i c Q anos m2 m %o minutos horas mm/hora m3/s 2 ### 8,144.50 0.162 0.40 0.01 32.59 0.59 59.05 5 ### 8,144.50 0.700 0.40 0.01 38.74 0.59 70.19 10 ### 8,144.50 0.700 0.40 0.01 43.39 0.59 78.61 20 ### 8,144.50 0.700 0.40 0.01 48.04 0.59 87.04 50 ### 8,144.50 0.700 0.40 0.01 54.19 0.59 98.18 100 ### 8,144.50 0.700 0.40 0.01 58.84 0.59 106.61 ALCANTARILLA TIPO I TRAMO 03 T A L S tc tc i c Q anos m2 m %o minutos horas mm/hora m3/s 2 1,145,436.87 1,037.11 0.162 0.40 0.01 32.59 0.59 6.12 5 1,145,436.87 1,037.11 0.162 0.40 0.01 38.74 0.59 7.27 10 1,145,436.87 1,037.11 0.162 0.40 0.01 43.39 0.59 8.15 20 1,145,436.87 1,037.11 0.162 0.40 0.01 48.04 0.59 9.02 50 1,145,436.87 1,037.11 0.162 0.40 0.01 54.19 0.59 10.17 100 1,145,436.87 1,037.11 0.162 0.40 0.01 58.84 0.59 11.05
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Transcript of Sub Cuencas de Drenaje Fluvial
Alcant-1CLCULO DE CAUDALES POR EL MTODO RACIONALALCANTARILLAS TIPO I (TRAMO 01)TALStctcicQ1.- CALCULO DE COEFICIENTE DE ESCORRENTIA (C):aosm2m%ominutoshorasmm/horam3/s23128765.5761,585.510.1350.570.0132.420.5916.626Pendiente:53,128,765.581,585.510.1350.570.0138.540.5919.762S =0.13103,128,765.581,585.510.1350.570.0143.170.5922.135203,128,765.581,585.510.1350.570.0147.790.5924.508503,128,765.581,585.510.1350.570.0153.910.5927.6441003,128,765.581,585.510.1350.570.0158.540.5930.017ALCANTARILLA TIPO II (TRAMO 01)TALStctcicQanosm2m%ominutoshorasmm/horam3/s23128765.5762,706.160.1190.930.0232.060.5916.43853,128,765.582,706.160.1190.930.0238.110.5919.540103,128,765.582,706.160.1190.930.0242.680.5921.886203,128,765.582,706.160.1190.930.0247.260.5924.232503,128,765.582,706.160.1190.930.0253.300.5927.3331003,128,765.582,706.160.1190.930.0257.880.5929.679FUENTE:MANUAL DE DISEO DE CAMINOS NO PAVIMENTADOS DE BAJO VOLUMEN DE TRANSITO(MTC)COEFICIENTE DE ESCORRENTIAPONTON WARACCO HUAYCCO PROYECTADO L=10MK=K1+K2+K3+K4C1000.8TALStctcicQ750.65anosm2m%ominutoshorasmm/horam3/s500.529,918,169.665,994.280.1051.810.0331.220.5950.74300.3559,918,169.665,994.280.1051.810.0337.100.5960.31250.2109,918,169.665,994.280.1051.810.0341.560.5967.55FUENTE:MANUAL DE DISEO DE CAMINOS NO PAVIMENTADOS DE BAJO VOLUMEN DE TRANSITO(MTC)209,918,169.665,994.280.1051.810.0346.010.5974.79SEGN LAS CONDICIONES DE LA ZONA SE TIENE:509,918,169.665,994.280.1051.810.0351.900.5984.371009,918,169.665,994.280.1051.810.0356.360.5991.61K1=30K2=15K3=5PUENTE CHICLLARASOCC PROYECTADO L=16MK4=15K=65(TABULANDO PARA EL VALOR DADO)TALStctcicQanosm2m%ominutoshorasmm/horam3/sC=0.59211,054,519.858,144.500.1620.400.0132.590.5959.05511,054,519.858,144.500.7000.400.0138.740.5970.191011,054,519.858,144.500.7000.400.0143.390.5978.612011,054,519.858,144.500.7000.400.0148.040.5987.045011,054,519.858,144.500.7000.400.0154.190.5998.1810011,054,519.858,144.500.7000.400.0158.840.59106.61ALCANTARILLA TIPO I TRAMO 03TALStctcicQanosm2m%ominutoshorasmm/horam3/s21,145,436.871,037.110.1620.400.0132.590.596.1251,145,436.871,037.110.1620.400.0138.740.597.27101,145,436.871,037.110.1620.400.0143.390.598.15201,145,436.871,037.110.1620.400.0148.040.599.02501,145,436.871,037.110.1620.400.0154.190.5910.171001,145,436.871,037.110.1620.400.0158.840.5911.05ALCANTARILLA TIPO I - TRAMO 04TALStctcicQanosm2m%ominutoshorasmm/horam3/s21,145,436.871,037.110.1110.430.0132.560.596.1151,145,436.871,037.110.1110.430.0138.700.597.27101,145,436.871,037.110.1110.430.0143.350.598.14201,145,436.871,037.110.1110.430.0148.000.599.01501,145,436.871,037.110.1110.430.0154.140.5910.161001,145,436.871,037.110.1110.430.0158.790.5911.04ALCANTARILLA TIPO I TRAMO 04TALStctcicQanosm2m%ominutoshorasmm/horam3/s24551110.6796,094.530.0592.140.0430.910.5923.0654,551,110.686,094.530.0592.140.0436.740.5927.41104,551,110.686,094.530.0592.140.0441.160.5930.70204,551,110.686,094.530.0592.140.0445.570.5933.99504,551,110.686,094.530.0592.140.0451.400.5938.341004,551,110.686,094.530.0592.140.0455.810.5941.63ALCANTARILLA TIPO I TRAMO 04TALStctcicQanosm2m%ominutoshorasmm/horam3/s24551110.6796,094.530.0562.160.0430.890.5923.0454,551,110.686,094.530.0562.160.0436.720.5927.39104,551,110.686,094.530.0562.160.0441.130.5930.68204,551,110.686,094.530.0562.160.0445.540.5933.97504,551,110.686,094.530.0562.160.0451.370.5938.311004,551,110.686,094.530.0562.160.0455.780.5941.60ALCANTARILLA TIPO I TRAMO 05TALStctcicQanosm2m%ominutoshorasmm/horam3/s24278425.7244,212.500.0931.420.0231.580.5922.1554,278,425.724,212.500.0931.420.0237.540.5926.32104,278,425.724,212.500.0931.420.0242.050.5929.48204,278,425.724,212.500.0931.420.0246.560.5932.64504,278,425.724,212.500.0931.420.0252.510.5936.821004,278,425.724,212.500.0931.420.0257.020.5939.98BADN PROYECTADO - TRAMO 04TALStctcicQanosm2m%ominutoshorasmm/horam3/s2688,045.091,365.660.0670.620.0132.370.593.655688,045.091,365.660.0670.620.0138.480.594.3410688,045.091,365.660.0670.620.0143.100.594.8620688,045.091,365.660.0670.620.0147.720.595.3850688,045.091,365.660.0670.620.0153.830.596.07100688,045.091,365.660.0670.620.0158.450.596.59BADN PROYECTADO - TRAMO 05TALStctcicQanosm2m%ominutoshorasmm/horam3/s21,215,339.981,099.850.2000.400.0132.590.596.4951,215,339.981,099.850.2000.400.0138.740.597.72101,215,339.981,099.850.2000.400.0143.390.598.64201,215,339.981,099.850.2000.400.0148.040.599.57501,215,339.981,099.850.2000.400.0154.190.5910.791001,215,339.981,099.850.2000.400.0158.840.5911.72BADN PROYECTADO TIPO I TRAMO 05TALStctcicQanosm2m%ominutoshorasmm/horam3/s23,260,949.532,500.000.0690.960.0232.030.5917.1253,260,949.532,500.000.0690.960.0238.070.5920.35103,260,949.532,500.000.0690.960.0242.640.5922.79203,260,949.532,500.000.0690.960.0247.210.5925.23503,260,949.532,500.000.0690.960.0253.260.5928.461003,260,949.532,500.000.0690.960.0257.830.5930.90ALCANTARILLA TIPO I - TRAMO 06TALStctcicQanosm2m%ominutoshorasmm/horam3/s21,215,339.981,099.850.1790.410.0132.580.596.4951,215,339.981,099.850.1790.410.0138.730.597.71101,215,339.981,099.850.1790.410.0143.380.598.64201,215,339.981,099.850.1790.410.0148.030.599.57501,215,339.981,099.850.1790.410.0154.170.5910.791001,215,339.981,099.850.1790.410.0158.820.5911.72ALCANTARILLA TIPO I - TRAMO 06TALStctcicQanosm2m%ominutoshorasmm/horam3/s21,215,339.981,099.850.1860.410.0132.590.596.4951,215,339.981,099.850.1860.410.0138.730.597.72101,215,339.981,099.850.1860.410.0143.380.598.64201,215,339.981,099.850.1860.410.0148.040.599.57501,215,339.981,099.850.1860.410.0154.180.5910.791001,215,339.981,099.850.1860.410.0158.830.5911.72ALCANTARILLA TIPO I - TRAMO 05TALStctcicQanosm2m%ominutoshorasmm/horam3/s21,215,339.981,099.850.2020.400.0132.590.596.4951,215,339.981,099.850.2020.400.0138.740.597.72101,215,339.981,099.850.2020.400.0143.390.598.64201,215,339.981,099.850.2020.400.0148.040.599.57501,215,339.981,099.850.2020.400.0154.190.5910.791001,215,339.981,099.850.2020.400.0158.840.5911.72
SubCuencasCaractersticas de las subcuencas de drenajeNNombreUbicacin(Km.)Estructura ProyectadaArea(Km2)Longituddelcauce (m)Cota de cuenca (msnm)Desnivelde cuenca (m)Pendiente del cauce(m/m)Tiempo de concentracin (horas)MximaMnimaKirpichTemesBransbyWilliamsPromedio1S/NTRAMO 03Pontn Proyectado L=10m.3.131585.5136503436.28213.720.13480.620.510.572S/NTRAMO 04Alcantarilla proyect. Tipo II3.132706.1637503428.67321.330.11870.960.900.933S/NTRAMO 03Puente Proyectado L=16m.9.925994.2840503423.37626.640.10451.801.821.814S/NTRAMO 04Alcantarilla proyect. Tipo I11.058144.5039503398.55551.450.06772.462.672.575S/NTRAMO 05Alcantarilla proyect. Tipo I1.151037.1137003531.78168.220.16220.440.360.406S/NTRAMO 06Alcantarilla proyect. Tipo I1.151037.1137003584.43115.570.11140.470.390.437S/NTRAMO 06Alcantarilla proyect. Tipo I4.556094.5339503591.37358.630.05882.032.252.148S/NTRAMO 04Badn Proyectado0.691365.6637003608.4491.560.06700.640.590.629S/NTRAMO 01Alcantarilla Proyect. Tipo I1.221099.853800.003603.60196.400.17860.450.370.4110S/NTRAMO 02Alcantarilla Proyect. Tipo I1.221099.853800.003595.72204.280.18570.440.370.4111S/NTRAMO 03Badn Proyectado1.221099.8538003580.46219.540.19960.440.360.4012S/NTRAMO 04Alcantarilla Proyect. Tipo I1.221099.853800.003577.60222.400.20220.440.360.4013S/NTRAMO 05Badn Proyectado3.262500.003750.003576.65173.350.06931.000.920.9614S/NTRAMO 06Alcantarilla Proyect. Tipo I4.556094.5339503610.62339.380.05572.052.272.1615S/NTRAMO 03Alcantarilla Proyect. Tipo II4.284212.5040003609.84390.160.09261.411.431.42
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