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Gravity-Affected Flow from Planar Sluice Gates
Conformal mapping and the Riemann-Hilbert solution to a wellposed mixed-boundary-value problem are combined in solving the problem of gravity-affected flow from planar sluice gates of arbitrary inclination. The solution is obtained via a rapidly convergent, iterative procedure using a high-speed digital computer. Primary results include the contraction coefficient and the downstream free-surface configuration. The results compare satisfactorily with the results of other investigators. For the problem as posed, the solution given is exact. The solution requires only a modest amount of computer time.
Gravity-Affected Flow from Planar Sluice Gates
Conformal mapping and the Riemann-Hilbert solution to a wellposed mixed-boundary-value problem are combined in solving the problem of gravity-affected flow from planar sluice gates of arbitrary inclination. The solution is obtained via a rapidly convergent, iterative procedure using a high-speed digital computer. Primary results include the contraction coefficient and the downstream free-surface configuration. The results compare satisfactorily with the results of other investigators. For the problem as posed, the solution given is exact. The solution requires only a modest amount of computer time.
Gravity-Affected Flow from Planar Sluice Gates
Larock, Bruce E. (Autor:in)
Journal of the Hydraulics Division ; 95 ; 1211-1226
01.01.2021
161969-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
Gravity-affected flow from planar sluice gates
Engineering Index Backfile | 1969
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