calculo hidraulico para presas.xlsx

1-9 MEMORIA DE CLCULOS HIDROLGICOSVolmenes de construccin de la Presa HuaynamangoTabla de las curvas de REAS-CAPACIDADES del vaso

Elevacinrearea MediareaIntervalo vertical (h)Volumen parcialVolumen acumuladomm2m2hamm3m32407.500002408.00167.0983.550.020.541.7741.772408.50234.16200.630.020.5100.31142.092409.00301.30267.730.030.5133.87275.952409.50413.52357.410.040.5178.70454.662410.00530.84472.180.050.5236.09690.742410.50631.11580.970.060.5290.49981.232411.00798.65714.880.080.5357.441,338.672411.50969.48884.060.100.5442.031,780.702412.001158.201,063.840.120.5531.922,312.622412.501312.421,235.310.130.5617.662,930.282413.001480.201,396.310.150.5698.153,628.432413.501657.471,568.830.170.5784.424,412.852414.001931.951,794.710.190.5897.355,310.202414.502171.482,051.720.220.51,025.866,336.062415.002407.752,289.620.240.51,144.817,480.872415.502621.032,514.390.260.51,257.208,738.072416.002832.092,726.560.280.51,363.2810,101.352416.503240.623,036.350.320.51,518.1811,619.522417.003551.603,396.110.360.51,698.0513,317.582417.503841.593,696.590.380.51,848.3015,165.872418.004123.953,982.770.410.51,991.3817,157.262418.504387.664,255.810.440.52,127.9019,285.162419.004638.864,513.260.460.52,256.6321,541.792419.504884.944,761.900.490.52,380.9523,922.742420.005129.445,007.190.510.52,503.6026,426.342420.505377.255,253.340.540.52,626.6729,053.012421.005827.145,602.190.580.52,801.1031,854.102421.506346.496,086.820.630.53,043.4134,897.512422.006825.976,586.230.680.53,293.1138,190.632422.507249.917,037.940.720.53,518.9741,709.602423.007661.347,455.630.770.53,727.8145,437.412423.508072.437,866.890.810.53,933.4449,370.862424.008494.338,283.380.850.54,141.6953,512.552424.508938.528,716.420.890.54,358.2157,870.762425.009431.469,184.990.940.54,592.4962,463.252425.509918.209,674.830.990.54,837.4167,300.672426.0010689.4610,303.831.070.55,151.9172,452.582426.5011284.0910,986.781.130.55,493.3977,945.972427.0011868.3711,576.231.190.55,788.1183,734.082427.5012631.7312,250.051.260.56,125.0289,859.112428.0013325.7312,978.731.330.56,489.3696,348.472428.5013990.5713,658.151.400.56,829.07103,177.542429.0014669.3014,329.931.470.57,164.97110,342.512429.5015350.9915,010.151.540.57,505.07117,847.582430.0016022.6515,686.821.600.57,843.41125,690.992430.5016690.5816,356.621.670.58,178.31133,869.302431.0017381.9717,036.281.740.58,518.14142,387.442431.5018098.1417,740.061.810.58,870.03151,257.472432.0018779.2818,438.711.880.59,219.36160,476.832432.5019457.1319,118.201.950.59,559.10170,035.932433.0020123.6619,790.392.010.59,895.20179,931.122433.5020793.2020,458.432.080.510,229.22190,160.342434.0021468.1221,130.662.150.510,565.33200,725.672434.5022152.2221,810.172.220.510,905.09211,630.762435.0022854.7722,503.502.290.511,251.75222,882.512435.5023590.6423,222.712.360.511,611.35234,493.862436.0024334.7323,962.682.430.511,981.34246,475.20

La capacidad Muerta (CM), con el Nivel de Aguas mnimo (N.A.min.)La capacidad Total de Almacenamiento (CTA), con el Nivel de Aguas Normales (N.A.N.)

rea de la cuenca Coeficiente de escurrimiento (0.1 a 0.25)Precipitacin media anual (m)1. Volumen medio anual escurrido Porcentaje de aprovechamientoEficiencia del vaso2. Volumen aprovechable de almacenamientoCapacidad til calculada actualAc (m2)Ce (adim)PmVe (m3)KaprEvVapr (m3)Cuc (m3)33,744,821.330.20.644,326,086.090.0601.0500259,565.17247,204.92

Volumen mensual escurrido (Informacion Interpolada de 11 estaciones cecanas a la cuenca promedio de 32 aosMesespp (mm)Esc. (m3)Ene92.10621579.61Feb162.301095356.90Mar198.501339669.41Abr116.30784904.54May23.90161300.25Jun4.7031720.13Jul3.4022946.48Ago4.8032395.03Sep14.0094485.50Oct25.70173448.38Nov32.90222040.92Dic42.90289530.57

Vida til de la presaCapacidad de azolvesVolumen para otros usos3. Capacidad muerta4. Capacidad til5. Capacidad total de almacenamientoProponer valores para la capacidad total de almacenamiento Cta, cumpliendo con las condiciones: Cu