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End depth for circular channels
Ratio of end depth to corresponding critical depth for parallel flow for fully developed horizontal circular overfall has been found to be 0.725 times greater than corresponding critical depth for parallel flow; for sloping channels, this ratio varies with relative slope; variation of pressure coefficient for end section has been studied; direct solution for predicting discharge from known value of end depth is presented.
End depth for circular channels
Ratio of end depth to corresponding critical depth for parallel flow for fully developed horizontal circular overfall has been found to be 0.725 times greater than corresponding critical depth for parallel flow; for sloping channels, this ratio varies with relative slope; variation of pressure coefficient for end section has been studied; direct solution for predicting discharge from known value of end depth is presented.
End depth for circular channels
ASCE -- Proc (J Hydraulics Div)
Rajaratnam, N. (author) / Muralidhar, D. (author)
1964
21 pages
Article (Journal)
English
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End Depth in Circular Channels
| Online Contents | 1998
End Depth in Circular Channels
| British Library Online Contents | 1998
End Depth for Circular Channels
| ASCE | 2021
Discussion of “End Depth for Circular Channels”
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Discussion of “End Depth for Circular Channels”
| ASCE | 2021