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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. (Autor:in)
Journal of the Hydraulics Division ; 82 ; 1006-1-1006-19
01.01.2021
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Transition profiles in non-uniform channels
Engineering Index Backfile | 1956
|Transition Profiles in Nonuniform Channels
ASCE | 2021
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