A numerical analysis of free-surface flow in curved open channel with velocity?pressure-free-surface correction

2004 ◽  
Vol 33 (3) ◽  
pp. 215-224 ◽  
Author(s):  
W. Z. Lu ◽  
W. S. Zhang ◽  
C. Z. Cui ◽  
A. Y. T. Leung
Keyword(s):  
Free Surface ◽  
Numerical Analysis ◽  
Open Channel ◽  
Free Surface Flow ◽  
Surface Flow ◽  
Surface Correction ◽  
Velocity Pressure

Numerical Analysis of Free Surface Flow in Siphon Phenomenon

2003 ◽  
Vol 2003 (0) ◽  
pp. 159
Author(s):  
Fumio SHIMIZU ◽  
Kiyoshi HATAKENAKA ◽  
Kazuhiro TANAKA ◽  
Hiroshi SHIGEFUJI ◽  
Takeshi SHIMIZU
Keyword(s):  
Free Surface ◽  
Numerical Analysis ◽  
Free Surface Flow ◽  
Surface Flow

Numerical Analysis of Free Surface Flow over a Submerged Rectangular Bridge Deck

2016 ◽  
Vol 142 (12) ◽  
pp. 04016060 ◽  
Author(s):  
Chia-Ren Chu ◽  
Chun-Hsuan Chung ◽  
Tso-Ren Wu ◽  
Chung-Yue Wang
Keyword(s):  
Free Surface ◽  
Numerical Analysis ◽  
Bridge Deck ◽  
Free Surface Flow ◽  
Surface Flow

Numerical analysis of high-speed liquid lithium free-surface flow

2012 ◽  
Vol 87 (5-6) ◽  
pp. 569-574 ◽  
Author(s):  
Sergej Gordeev ◽  
Volker Heinzel ◽  
Robert Stieglitz
Keyword(s):  
Free Surface ◽  
Numerical Analysis ◽  
High Speed ◽  
Free Surface Flow ◽  
Surface Flow ◽  
Liquid Lithium

scholarly journals An open-channel flow meeting a barrier and forming one or two jets

2000 ◽  
Vol 41 (4) ◽  
pp. 458-472 ◽  
Author(s):  
L. H. Wiryanto ◽  
E. O. Tuck
Keyword(s):  
Free Surface ◽  
Open Channel ◽  
Vertical Wall ◽  
Open Channel Flow ◽  
Free Surface Flow ◽  
Integral Equation Method ◽  
Finite Depth ◽  
Surface Flow ◽  
Parameter Measuring ◽  
Two Jets

AbstractA steady two-dimensional free-surface flow in a channel of finite depth is considered. The channel ends abruptly with a barrier in the form of a vertical wall of finite height. Hence the stream, which is uniform far upstream, is forced to go upward and then falls under the effect of gravity. A configuration is examined where the rising stream splits into two jets, one falling backward and the other forward over the wall, in a fountain-like manner. The backward-going jet is assumed to be removed without disturbing the incident stream. This problem is solved numerically by an integral-equation method. Solutions are obtained for various values of a parameter measuring the fraction of the total incoming flux that goes into the forward jet. The limit where this fraction is one is also examined, the water then all passing over the wall, with a 120° corner stagnation point on the upper free surface.

3-D Modeling of unsteady free-surface flow in open channel

2004 ◽  
Vol 42 (3) ◽  
pp. 263-272 ◽  
Author(s):  
J.-B. Faure ◽  
N. Buil ◽  
B. Gay
Keyword(s):  
Free Surface ◽  
Open Channel ◽  
Free Surface Flow ◽  
Surface Flow
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