calculo hidraulico para presas.xlsx

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MEMORIA DE CÁLCULOS HIDROLÓGICOS Tabla de las curvas de ÁREAS-CAPACIDADES del vaso Elevación Área Área Media Área m ha m 2407.50 0 0 2408.00 167.09 83.55 0.02 0.5 41.77 2408.50 234.16 200.63 0.02 0.5 100.31 2409.00 301.30 267.73 0.03 0.5 133.87 2409.50 413.52 357.41 0.04 0.5 178.70 2410.00 530.84 472.18 0.05 0.5 236.09 2410.50 631.11 580.97 0.06 0.5 290.49 2411.00 798.65 714.88 0.08 0.5 357.44 2411.50 969.48 884.06 0.10 0.5 442.03 2412.00 1158.20 1,063.84 0.12 0.5 531.92 2412.50 1312.42 1,235.31 0.13 0.5 617.66 2413.00 1480.20 1,396.31 0.15 0.5 698.15 2413.50 1657.47 1,568.83 0.17 0.5 784.42 2414.00 1931.95 1,794.71 0.19 0.5 897.35 2414.50 2171.48 2,051.72 0.22 0.5 1,025.86 2415.00 2407.75 2,289.62 0.24 0.5 1,144.81 2415.50 2621.03 2,514.39 0.26 0.5 1,257.20 2416.00 2832.09 2,726.56 0.28 0.5 1,363.28 2416.50 3240.62 3,036.35 0.32 0.5 1,518.18 2417.00 3551.60 3,396.11 0.36 0.5 1,698.05 2417.50 3841.59 3,696.59 0.38 0.5 1,848.30 2418.00 4123.95 3,982.77 0.41 0.5 1,991.38 2418.50 4387.66 4,255.81 0.44 0.5 2,127.90 2419.00 4638.86 4,513.26 0.46 0.5 2,256.63 2419.50 4884.94 4,761.90 0.49 0.5 2,380.95 2420.00 5129.44 5,007.19 0.51 0.5 2,503.60 2420.50 5377.25 5,253.34 0.54 0.5 2,626.67 2421.00 5827.14 5,602.19 0.58 0.5 2,801.10 2421.50 6346.49 6,086.82 0.63 0.5 3,043.41 2422.00 6825.97 6,586.23 0.68 0.5 3,293.11 2422.50 7249.91 7,037.94 0.72 0.5 3,518.97 2423.00 7661.34 7,455.63 0.77 0.5 3,727.81 2423.50 8072.43 7,866.89 0.81 0.5 3,933.44 2424.00 8494.33 8,283.38 0.85 0.5 4,141.69 2424.50 8938.52 8,716.42 0.89 0.5 4,358.21 2425.00 9431.46 9,184.99 0.94 0.5 4,592.49 2425.50 9918.20 9,674.83 0.99 0.5 4,837.41 2426.00 10689.46 10,303.83 1.07 0.5 5,151.91 2426.50 11284.09 10,986.78 1.13 0.5 5,493.39 2427.00 11868.37 11,576.23 1.19 0.5 5,788.11 2427.50 12631.73 12,250.05 1.26 0.5 6,125.02 2428.00 13325.73 12,978.73 1.33 0.5 6,489.36 2428.50 13990.57 13,658.15 1.40 0.5 6,829.07 2429.00 14669.30 14,329.93 1.47 0.5 7,164.97 2429.50 15350.99 15,010.15 1.54 0.5 7,505.07 2430.00 16022.65 15,686.82 1.60 0.5 7,843.41 2430.50 16690.58 16,356.62 1.67 0.5 8,178.31 2431.00 17381.97 17,036.28 1.74 0.5 8,518.14 2431.50 18098.14 17,740.06 1.81 0.5 8,870.03 2432.00 18779.28 18,438.71 1.88 0.5 9,219.36 2432.50 19457.13 19,118.20 1.95 0.5 9,559.10 2433.00 20123.66 19,790.39 2.01 0.5 9,895.20 2433.50 20793.20 20,458.43 2.08 0.5 10,229.22 2434.00 21468.12 21,130.66 2.15 0.5 10,565.33 2434.50 22152.22 21,810.17 2.22 0.5 10,905.09 2435.00 22854.77 22,503.50 2.29 0.5 11,251.75 Volúmenes de construcción de la Presa Huaynamango Intervalo vertical (h) Volumen parcial m 2 m 2 m 3

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CALCULO HIDRAHULICO

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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