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Hoja1RESALTO HIDRAULICOCANAL TRAPEZOIDALQbznbyzTpARnSQVFROUDEYn110.373783163811.74756632752.05721843920.51349701730.24960743470.0140.0081.30054852562.5327284908Yn210.836360897812.67272179573.36558584961.53586044930.45634267490.0140.00041.3005122260.8467645785Eepara los tirantes0.70073090.8729058PRIMER CASObyzTpARycqq^2/9.81*AYcg*Ay110.712.42.97989898731.190.39934239550.30196078431.30.20500509680.3593333333y210.83636112.6727223.36558613851.53586072230.45634271690.35469446051.30.2645876270.5447612902SEGUNDO CASONOS INTERESA PARA LA CLASIFICACIONbyzTpARycQQ^2/9.81*AYcg*AFeDIFERENCIAVFROUDEEey110.37378311.7475662.0572179760.51349673110.24960735180.16994151.30.33549033560.08726440470.4227547403-0.00000017722.5316616861.49114239220.34572344y210.583187591212.16637518252.64950360190.92329535780.34847861960.25578968241.30.18658513680.23616942630.4227545631-0.00000017721.40800014750.68859633450.13076717670.5831870.2149562633perdida de energiaSE ACEPTA PORQUE ES MENOR (PUEDE SER HASTA IGUAL) EL AGUA TRATA DE QUEDARSE EN EL TIRANTE NORMAL.resolver Y2 donde d18=0 (la diferencia) y haciendo Y2