Calculo de La Cota de La Corona

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Reach River Sta Tramo Profile Q Total Min Ch El W.S. Elev Crit W.S. Max Chl Dpth E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Chl Distancia Pendiente Borde Libre Cota Dique (m3/s) (m) (m) (m) (m) (m) (m/m) (m/s) (m2) (m) (m) (m) (m) (m) Quilca_Viluyo 0 6 Tr=50 427.5 3947.76 3950.34 3949.74 2.58 3950.46 0.001476 1.59 275.85 209.91 0.43 1 3,951.34 Quilca_Viluyo 200 5 Tr=50 427.5 3947 3949.97 2.97 3950.13 0.001414 1.78 246.39 156.13 0.44 200.00 0.00 Quilca_Viluyo 250 4 Tr=50 427.5 3947.17 3949.87 2.7 3950.07 0.001645 1.98 216.01 121.17 0.47 50.00 0.00 Quilca_Viluyo 400 3 Tr=50 427.5 3946.1 3949.48 3948.82 3.38 3949.76 0.002057 2.42 186.17 97.58 0.54 150.00 0.00 Quilca_Viluyo 600 2 Tr=50 427.5 3946.05 3948.46 3948.46 2.41 3949.13 0.007286 3.63 122.06 93.56 0.96 200.00 0.00 Quilca_Viluyo 759.31 1 Tr=50 427.5 3945.51 3948.49 3947.61 2.98 3948.62 0.001064 1.62 270.84 155.03 0.38 159.31 0.00 1 3,949.49 Quilca_Viluyo 760 Tr=51 427.5 0.69

description

corona

Transcript of Calculo de La Cota de La Corona

Cota CoronaReachRiver StaTramoProfileQ TotalMin Ch ElW.S. ElevCrit W.S.Max Chl DpthE.G. ElevE.G. SlopeVel ChnlFlow AreaTop WidthFroude # ChlDistanciaPendienteBorde LibreCota DiquePendienteCota CoronaTIRANTE(m3/s)(m)(m)(m)(m)(m)(m/m)(m/s)(m2)(m) (m)(m)(m)(m)(m)(m)Quilca_Viluyo06Tr=50427.53947.763950.343949.742.583950.460.0014761.59275.85209.910.4313,951.343,951.342.582.7Quilca_Viluyo2005Tr=50427.539473949.972.973950.130.0014141.78246.39156.130.44200.000.003,950.852.973.13Quilca_Viluyo2504Tr=50427.53947.173949.872.73950.070.0016451.98216.01121.170.4750.000.000.0024363,950.732.72.9Quilca_Viluyo4003Tr=50427.53946.13949.483948.823.383949.760.0020572.42186.1797.580.54150.000.003,950.373.383.66Quilca_Viluyo6002Tr=50427.53946.053948.463948.462.413949.130.0072863.63122.0693.560.96200.000.003,949.882.413.08Quilca_Viluyo759.311Tr=50427.53945.513948.493947.612.983948.620.0010641.62270.84155.030.38159.31-0.0013,949.493,949.492.983.11Quilca_Viluyo760Tr=51427.50.693,949.488

Cota Corona (2)NReachRiver StaTramosProfileQ TotalMin Ch ElW.S. ElevCrit W.S.Max Chl DpthE.G. ElevE.G. SlopeVel ChnlFlow AreaTop WidthFroude # ChlDistanciaPendienteBorde LibreCota DiquePendienteCota CoronaTIRANTE(m3/s)(m)(m)(m)(m)(m)(m/m)(m/s)(m2)(m) (m)(m)(m)(m)(m)(m)Quilca_Viluyo06Tr=50427.53947.763950.343949.742.583950.460.0014761.59275.85209.910.4313,951.343,951.342.582.7Quilca_Viluyo2005Tr=50427.539473949.972.973950.130.0014141.78246.39156.130.44200.000.003,950.852.973.13Quilca_Viluyo2504Tr=50427.53947.173949.872.73950.070.0016451.98216.01121.170.4750.000.000.0024363,950.732.72.9Quilca_Viluyo4003Tr=50427.53946.13949.483948.823.383949.760.0020572.42186.1797.580.54150.000.003,950.373.383.66Quilca_Viluyo6002Tr=50427.53946.053948.463948.462.413949.130.0072863.63122.0693.560.96200.000.003,949.882.413.08Quilca_Viluyo759.311Tr=50427.53945.513948.493947.612.983948.620.0010641.62270.84155.030.38159.31-0.0013,949.493,949.492.983.117600.693,949.488River StaDistanciaPendienteCota Corona(m)(m)(m)03951.4911001003,951.252001000.0024363,951.003001003,950.764001003,950.52460603,950.37