Hoja1Q5m^3/sP1.8mn0.025Z1.5So0.0005C2b2.5mL7m1.- clculo de tirante normal y crticoynyF(y)174.70 YcyF(y)2.54841.400194.40FALSO0.6452.5225FALSO1.375174.70OK0.646942.5484OK1.300125.40FALSO0.6472.5492FALSO1.25099.60FALSO1.20078.50FALSO

De donde yn1.375yc0.6472.-Identificacin de la seccion de controlyo=P+h2.1.- clculo de hh0.50myo2.30mel calculo se efectuar desde yo=2.30m hacia aguas arriba, has un tirante superior 2% del tirante normal es decir hasta.y1.40ok3.- calculo dl perfil del flujo mediante el mtodo de integracion grafica

yATRHVSe1-(Q^2*T/g*A^3)S0-Sef(y)x = AX1.406.4406.700.85320.77644.6557E-040.93613.4432E-05271871.416.5076.730.85800.76844.5262E-040.93784.7375E-0519795234.910234.9101.426.5756.760.86280.76054.4008E-040.93945.9920E-0515678177.365412.2751.436.6426.790.86760.75274.2792E-040.9417.2078E-0513055143.665555.9401.446.7106.820.87240.74514.1625E-040.94258.3749E-0511254121.545677.4851.466.8476.880.88190.73023.9404E-040.94541.0596E-048922201.760879.2451.486.9866.940.89150.71583.7322E-040.94811.2678E-047478164.0001043.2451.507.1257.000.90090.70183.5378E-040.95071.4622E-046502139.8001183.0451.557.4797.150.92460.66863.1018E-040.95641.8982E-045038288.5001471.5451.607.8407.300.94810.63782.7297E-040.96142.2703E-044235231.8251703.3701.658.2097.450.97150.60912.4099E-040.96572.5901E-043728199.0751902.4451.708.5857.600.99490.58242.1344E-040.96942.8656E-043383177.7752080.2201.758.9697.751.01810.55751.8966E-040.97263.1034E-043134162.9252243.1451.809.3607.901.04120.53421.6901E-040.97543.3099E-042947152.0252395.1701.9010.1658.201.08710.49191.3529E-040.98013.6471E-042687281.7002676.8702.0011.0008.501.13270.45451.0934E-040.98373.9066E-042518260.2502937.1202.1011.8658.801.17810.42148.9199E-050.98664.1080E-042402246.0003183.1202.2012.7609.101.22310.39187.3349E-050.98884.2665E-042318236.0003419.1202.3013.6859.401.26800.36546.0803E-050.99074.3920E-042256228.7003647.820