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End depth for exponential channels
Ratio of end depth to corresponding critical depth for parallel flow for fully developed horizontal free overfall, has been found to be 0. 795 for triangular-shaped channels and 0.772 for parabolic-shaped channels; for sloping channels, ratio varies with relative slope; direct solutions for problem of predicting discharge from known value of end depth are given for triangular, parabolic, and rectangular channels; equation used in simple method of uniform flow calculation in parabolic channels is given.
End depth for exponential channels
Ratio of end depth to corresponding critical depth for parallel flow for fully developed horizontal free overfall, has been found to be 0. 795 for triangular-shaped channels and 0.772 for parabolic-shaped channels; for sloping channels, ratio varies with relative slope; direct solutions for problem of predicting discharge from known value of end depth are given for triangular, parabolic, and rectangular channels; equation used in simple method of uniform flow calculation in parabolic channels is given.
End depth for exponential channels
ASCE -- Proc (J Irrigation Drainage Div)
Rajaratnam, N. (author) / Muralidhar, D. (author)
1964
23 pages
Article (Journal)
English
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