Hydraulics of free overfall in smooth triangular channelsAin Shams Engineering Journal - Tập 12 - Trang 2471 - 2021
Bahzad Mohammad Ali Noori, Karzan Abdullah Muhsin
The present study deals with the hydraulic behavior of smooth triangular channels with free 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 tested having 3.6 m length and 19 cm drop at brink with di...... hiện toàn bộ
#Triangular channels #Free overfall #Hydraulics #End depth ratio #End depth discharge