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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
Escoffier, Francis F. (author)
Journal of the Hydraulics Division ; 82 ; 1006-1-1006-19
2021-01-01
Article (Journal)
Electronic Resource
Unknown
Transition profiles in non-uniform channels
| Engineering Index Backfile | 1956
Transition Profiles in Nonuniform Channels
| ASCE | 2021