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A platform for research: civil engineering, architecture and urbanism
Transition profiles in non-uniform channels
Nature of transition profile and transition depth; profile does not vary in position with changes in discharge as do normal and critical depth profiles; mathematically, point of transition is singular point; solution to differential equation for steady flow does not yield traditional vertical water-surface profile at that point; graphical method for constructing transition profiles in practical application.
Transition profiles in non-uniform channels
Nature of transition profile and transition depth; profile does not vary in position with changes in discharge as do normal and critical depth profiles; mathematically, point of transition is singular point; solution to differential equation for steady flow does not yield traditional vertical water-surface profile at that point; graphical method for constructing transition profiles in practical application.
Transition profiles in non-uniform channels
Am Soc Civ Engrs -- Proc (J Hydraulics Div)
Escoffier, F.F. (author)
1956
19 pages
Article (Journal)
English
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Transition Profiles in Non-Uniform Channels
| ASCE | 2021
Transition Profiles in Nonuniform Channels
| ASCE | 2021