Modification and Verification of Numerical Algorithms for Dam-Break Flow above a Horizontal Bottom

2021 ◽  
Keyword(s):  
Numerical Algorithms ◽  
Dam Break ◽  
Dam Break Flow ◽  
Horizontal Bottom

scholarly journals Studies of free surface evolution in a dam-break flow above horizontal bottom

2019 ◽  
Vol 1268 ◽  
pp. 012079
Author(s):  
S N Yakovenko ◽  
K C Chang
Keyword(s):  
Free Surface ◽  
Dam Break ◽  
Surface Evolution ◽  
Dam Break Flow ◽  
Horizontal Bottom

MODIFICATION AND VERIFICATION OF NUMERICAL ALGORITHMS FOR DAM-BREAK FLOW OVER A HORIZONTAL BED

2021 ◽  
Vol 62 (2) ◽  
pp. 255-265
Author(s):  
G. Yu. Evtushok ◽  
A. V. Boiko ◽  
S. N. Yakovenko ◽  
E. E. Yakovenko ◽  
K. C. Chang
Keyword(s):  
Numerical Algorithms ◽  
Dam Break ◽  
Dam Break Flow

EXPERIMENTAL AND THEORETICAL STUDY ON FLOOD BORE PROPAGATION AND MUSHROOM JET GENERATION OF DAM-BREAK FLOW

2011 ◽  
Vol 1 (3) ◽  
Author(s):  
H. H. Hwung ◽  
Ray Yang ◽  
Y. C. Tie ◽  
W.Y. Hsu ◽  
P. C. Kuo ◽  
...  
Keyword(s):  
Theoretical Study ◽  
Dam Break ◽  
Dam Break Flow

scholarly journals Stochastic Uncertainty in a Dam-Break Experiment with Varying Gate Speeds

2021 ◽  
Vol 9 (1) ◽  
pp. 67
Author(s):  
Hiroshi Takagi ◽  
Fumitaka Furukawa
Keyword(s):  
High Speed ◽  
Pressure Sensors ◽  
Dam Break ◽  
Maximum Pressure ◽  
Vertical Acceleration ◽  
Ship Wakes ◽  
Dam Break Flow ◽  
Statistical Relationships ◽  
Flow Propagation ◽  
Impulsive Pressure

Uncertainties inherent in gate-opening speeds are rarely studied in dam-break flow experiments due to the laborious experimental procedures required. For the stochastic analysis of these mechanisms, this study involved 290 flow tests performed in a dam-break flume via varying gate speeds between 0.20 and 2.50 m/s; four pressure sensors embedded in the flume bed recorded high-frequency bottom pressures. The obtained data were processed to determine the statistical relationships between gate speed and maximum pressure. The correlations between them were found to be particularly significant at the sensors nearest to the gate (Ch1) and farthest from the gate (Ch4), with a Pearson’s coefficient r of 0.671 and −0.524, respectively. The interquartile range (IQR) suggests that the statistical variability of maximum pressure is the largest at Ch1 and smallest at Ch4. When the gate is opened faster, a higher pressure with greater uncertainty occurs near the gate. However, both the pressure magnitude and the uncertainty decrease as the dam-break flow propagates downstream. The maximum pressure appears within long-period surge-pressure phases; however, instances considered as statistical outliers appear within short and impulsive pressure phases. A few unique phenomena, which could cause significant bottom pressure variability, were also identified through visual analyses using high-speed camera images. For example, an explosive water jet increases the vertical acceleration immediately after the gate is lifted, thereby retarding dam-break flow propagation. Owing to the existence of sidewalls, two edge waves were generated, which behaved similarly to ship wakes, causing a strong horizontal mixture of the water flow.

A three dimensional dam break flow: Small time behavior

2021 ◽  
Vol 110 ◽  
pp. 102583
Author(s):  
Elona Fetahu ◽  
Oguz Yilmaz
Keyword(s):  
Three Dimensional ◽  
Small Time ◽  
Dam Break ◽  
Time Behavior ◽  
Dam Break Flow

scholarly journals Investigate Impact Force of Dam-Break Flow against Structures by Both 2D and 3D Numerical Simulations

Water ◽  
2021 ◽  
Vol 13 (3) ◽  
pp. 344
Author(s):  
Le Thi Thu Hien ◽  
Nguyen Van Chien
Keyword(s):  
Impact Force ◽  
Numerical Models ◽  
Splitting Method ◽  
Dam Break ◽  
Navier Stokes ◽  
Dynamic Force ◽  
Exact Mass ◽  
Initial Water ◽  
Dam Break Flow ◽  
2D And 3D

The aim of this paper was to investigate the ability of some 2D and 3D numerical models to simulate flood waves in the presence of an isolated building or building array in an inundated area. Firstly, the proposed 2D numerical model was based on the finite-volume method (FVM) to solve 2D shallow-water equations (2D-SWEs) on structured mesh. The flux-difference splitting method (FDS) was utilized to obtain an exact mass balance while the Roe scheme was invoked to approximate Riemann problems. Secondly, the 3D commercially available CFD software package was selected, which contained a Flow 3D model with two turbulent models: Reynolds-averaged Navier-Stokes (RANs) with a renormalized group (RNG) and a large-eddy simulation (LES). The numerical results of an impact force on an obstruction due to a dam-break flow showed that a 3D solution was much better than a 2D one. By comparing the 3D numerical force results of an impact force acting on building arrays with the existence experimental data, the influence of velocity-induced force on a dynamic force was quantified by a function of the Froude number and the water depth of the incident wave. Furthermore, we investigated the effect of the initial water stage and dam-break width on the 3D-computed results of the peak value of force intensity.

Mathematical Simulation of Dam-Break Flow

1978 ◽  
Vol 104 (7) ◽  
pp. 1011-1026 ◽  
Author(s):  
Rudi Rajar
Keyword(s):  
Mathematical Simulation ◽  
Dam Break ◽  
Dam Break Flow

scholarly journals HYDRODYNAMIC FORCE EXERTING ON A SQURE PILLAR WITH ANGLE OF ATTACK BY A DAM BREAK FLOW

2003 ◽  
Vol 47 ◽  
pp. 799-804
Author(s):  
Juichiro AKIYAMA ◽  
Mirei SHIGE-EDA ◽  
Kazumasa OOTA
Keyword(s):  
Hydrodynamic Force ◽  
Angle Of Attack ◽  
Dam Break ◽  
Dam Break Flow

Experimental study of dam-break flow against an isolated obstacle

2007 ◽  
Vol 45 (sup1) ◽  
pp. 27-36 ◽  
Author(s):  
S. Soares-Frazão ◽  
Y. Zech
Keyword(s):  
Experimental Study ◽  
Dam Break ◽  
Dam Break Flow
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