GENDER VIOLENCE IN MIDDLE AND HIGH SCHOOLS IN THE SOUTHERN OF GUANAJUATO




Hydraulics of free overfall in smooth triangular channels

The present study deals with the hydraulic behavior of smooth triangular channels with free Bun overfall in order to obtain useful relationships for the estimation of end depth discharge (EDD) in terms of brink depth (yb), channel side slopes (m) and channel bed slope (So).For this purpose, twelve triangular channel models have been built and teste

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