calculo hidraulico jazmines presentacion

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Tramo Cota de Terreno (msnm) Del Al Del Al 1 2 25.38 25.37 2 3 25.37 25.00 3 4 25.00 24.50 Condiciones Manning = Profundidad = Smin = Velocidad = Y/D max = Tramo Cota de Terreno (msnm) Del Al Del Al 2 9 25.37 24.91 9 10 24.91 24.37 3 5 25.00 24.65 5 6 24.65 24.04 6 10 24.04 24.37 10 11 24.37 23.68 16 11 24.56 23.68 11 12 23.68 23.34 18 17 23.25 23.30 17 12 23.30 23.34 12 13 23.34 23.27 Fza tractiva t =

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Calculo Hidraulico Jazmines Presentacion

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PresentacionCALCULO HIDRAULICO PARA LOS JAZMINES PARA EL COLECTOR 1TramoCota de TerrenoCota de FondoProfundidadLCaudal (l/s)DSVTiran.RHt(msnm)(msnm)(m)RelatDelAlDelAlDelAlDelAl(m)AporteAcumulado(mm)(m/km)( m/s )Y/DmKgf/m21225.3825.3724.0623.921.321.4516.400.070.072008.540.230.030.000.032325.3725.0023.9223.601.451.4038.200.260.332008.380.360.060.010.073425.0024.5023.6023.261.401.2441.400.110.442008.210.390.070.010.07CondicionesManning =0.01Profundidad =1.2a 3.0 mSmin =8/ooVelocidad =0.6a 3.0 m/sY/D max =0.75Fza tractiva t =0.1CALCULO HIDRAULICO PARA LOS JAZMINES PARA EL COLECTOR 2TramoCota de TerrenoCota de FondoProfundidadLCaudal (l/s)DSVTiran.RHt(msnm)(msnm)(m)RelatDelAlDelAlDelAlDelAl(m)AporteAcumulado(mm)(m/km)( m/s )Y/DmKgf/m22925.3724.9123.9223.411.451.5072.000.410.412007.080.360.070.010.0691024.9124.3723.4122.371.502.0077.300.390.8120013.450.550.080.010.143525.0024.6523.6023.021.401.6372.000.370.372008.060.350.060.010.065624.6524.0423.0222.431.631.6172.600.410.782008.130.460.090.010.0961024.0424.3722.4322.121.612.2538.300.221.002008.090.520.110.010.11101124.3723.6822.1221.892.251.7944.300.262.072005.300.550.170.020.11161124.5623.6823.3621.891.201.7953.300.240.2420027.670.500.040.010.14111223.6823.3421.8921.721.791.6232.500.092.402005.140.560.180.020.11181723.2523.3022.0521.851.201.4520.450.090.092009.780.250.030.000.04171223.3023.3421.8521.721.451.628.650.000.0920015.260.310.030.000.06121323.3423.2721.7221.481.621.7847.350.132.622005.010.570.190.020.11CondicionesManning =0.01Profundidad =1.2a 3.0 mSmin =8/ooVelocidad =0.6a 3.0 m/sY/D max =0.75Fza tractiva t =0.1CALCULO HIDRAULICO PARA LOS JAZMINES PARA EL COLECTOR 3TramoCota de TerrenoCota de FondoProfundidadLCaudal (l/s)DSVTiran.RHt(msnm)(msnm)(m)RelatDelAlDelAlDelAlDelAl(m)AporteAcumulado(mm)(m/km)( m/s )Y/DmKgf/m2131423.2723.4221.7721.371.502.0540.000.090.092009.870.250.030.000.04141523.4223.6021.3720.962.052.6440.700.130.2220010.000.350.050.010.07152323.6022.3020.9620.402.641.9046.250.070.2820012.170.380.050.010.08212222.3022.1921.1020.781.201.4140.000.170.172008.000.270.040.010.04222322.1922.3020.7820.401.411.9041.400.200.372009.180.380.060.010.07232822.3021.7720.4020.151.901.6249.050.000.652005.080.390.100.010.07CondicionesManning =0.01Profundidad =1.2a 3.0 mSmin =8/ooVelocidad =0.6a 3.0 m/sY/D max =0.75Fza tractiva t =0.1CALCULO HIDRAULICO PARA LOS JAZMINES PARA EL COLECTOR 4TramoCota de TerrenoCota de FondoProfundidadLCaudal (l/s)DSVTiran.RHt(msnm)(msnm)(m)RelatDelAlDelAlDelAlDelAl(m)AporteAcumulado(mm)(m/km)( m/s )Y/DmKgf/m26724.0423.7322.8422.461.201.2747.500.170.172008.000.270.040.010.047823.7323.4422.4621.691.271.7547.900.150.3320016.080.440.050.010.108Bz Ex23.4423.3021.6921.251.752.0541.000.110.4420010.730.450.070.010.1037Bz Ex23.3023.3022.1021.251.202.0546.450.090.0920018.300.260.020.000.05CondicionesManning =0.01Profundidad =1.2a 3.0 mSmin =8/ooVelocidad =0.6a 3.0 m/sY/D max =0.75Fza tractiva t =0.1CALCULO HIDRAULICO PARA LOS JAZMINES PARA EL COLECTOR 5TramoCota de TerrenoCota de FondoProfundidadLCaudal (l/s)DSVTiran.RHt(msnm)(msnm)(m)RelatDelAlDelAlDelAlDelAl(m)AporteAcumulado(mm)(m/km)( m/s )Y/DmKgf/m271923.7323.5822.4622.211.271.3730.100.110.112008.310.230.030.000.03192023.5823.3722.2122.001.371.3727.100.090.202007.820.310.050.010.05202123.3722.3022.0020.751.371.5573.500.330.5220016.980.510.060.010.13132123.2722.3021.4920.751.781.5546.750.262.8820015.830.880.150.020.29212622.3022.3720.7520.511.551.8648.250.263.662004.970.640.230.030.14202423.3723.4322.0021.471.371.9647.300.130.1320011.160.260.030.000.04242523.4323.2521.4721.211.962.0434.100.150.282007.620.340.060.010.06252623.2522.3721.2120.512.041.8639.900.170.4620017.540.520.060.010.14303123.1523.2221.9521.931.201.2916.600.110.112001.510.140.050.010.01313223.2223.0521.9321.561.291.4934.000.240.3520010.740.410.060.010.08323323.0522.7821.5621.061.491.7241.600.150.5020012.020.480.070.010.11343322.8522.7821.6521.061.201.7214.000.110.1120042.140.390.020.000.11332622.7822.3721.0620.511.721.8640.000.170.7920013.750.550.080.010.14262722.3721.6320.5120.331.861.3041.050.205.102004.380.670.280.030.14352722.1121.6320.9120.331.201.3049.000.170.1820011.800.330.040.010.06272821.6321.7720.3320.151.301.6240.550.245.512004.410.690.290.030.15362822.4721.7721.2720.151.201.6245.850.260.2620024.410.470.040.010.13CondicionesManning =0.01Profundidad =1.2a 3.0 mSmin =8/ooVelocidad =0.6a 3.0 m/sY/D max =0.75Fza tractiva t =0.1