ejercicio transito de avenidas

exaple 31.- Relacin "volumen almacenado vs. Altura"Curvasup (m)Volumen (m)Altura de salida (m)3500.00.00.03500.0875.00.253500.01750.00.53500.02625.00.753500.03500.01.03500.04375.01.252.- Relacin "Caudal de salida vs. Altura"Q = caudal (m/s)b = anchura de la abertura rectangular (m)H = altura del agua sobre la base de la abertura rectangular (m)

CotaHQ (m/s)0.00.00.250.044293750.50.25056328791345310.750.69047122911978581.01.41741.252.47609589945953263.- Relacin "Caudal de salida vs. (2S/t)+O"CotaHQ (m/s)Vol. (m)(2S/t)+O820.00.00.00.00821.00.250.04429375875.0486.1554048611111822.00.50.25056328791345311750.0972.4727855101356823.00.750.69047122911978582625.01459.023804562453824.01.01.41743500.01945.86184444444441.252.47609589945953264375.02433.0316514550154.- Trnsito del caudalitiempo (h)I (m/s)Ec. 5O(m/s)Ec. 60.00000050.000200000.000.0011707070.00-0.0170.0222185255325.02-0.01325.053390275600.050.06599.934445135734.930.12734.68552065799.680.16799.3666020819.360.17819.027700819.020.17818.678800818.670.17818.339900818.330.17817.99101000817.990.17817.65111100817.650.17817.31121200817.310.17816.97