ORIGINAL RESEARCH
Experimental and Numerical Investigation
of Shock Wave Propagation Due to Dam-Break
Over a Wet Channel
More details
Hide details
1
Department of Civil Engineering, Adana Science and Technology University, Adana, Turkey
2
Department of Civil Engineering, Cukurova University, Adana, Turkey
3
Department of Civil Engineering, Iskenderun Technical University, Hatay, Turkey
Submission date: 2018-02-19
Final revision date: 2018-06-29
Acceptance date: 2018-07-03
Online publication date: 2019-02-25
Publication date: 2019-04-09
Corresponding author
Evren Turhan
Adana Science and Technology University, Gültepe Mahallesi, Çatalan Caddesi No:201/5 01250, Sarıçam, 01250 Adana, Turkey
Pol. J. Environ. Stud. 2019;28(4):2877-2898
KEYWORDS
TOPICS
ABSTRACT
We investigated the propagation of shock waves in a prismatic rectangular channel with a horizontal
wet bed. Saltwater was used as a Newtonian fluid within the entire channel instead of normal water
for representing the different density fluids. It aims to point out seawater where tsunamis occur as an
extreme example of shock waves. The shock waves were generated by sudden lifting of a vertical gate that
separated a reservoir and a downstream channel with three different tailwater depths. The experimental
data were digitized using image processing techniques. Furthermore, the flow was numerically solved
by using Reynolds Averaged Navier-Stokes (RANS) equations and a DualSPHysics program (a code
version of smoothed particle hydrodynamics (SPH)). After sudden removal of the vertical gate
the propagations of shock waves were experimentally examined via image processing, which can
yield both free surface profiles at several times and variations of flow depth with time at four specified
locations. Solution successes of two different numerical methods for this rapidly varied unsteady flow
are tested by comparing the laboratory data. The results indicate that the disagreements on graphs
of time evolutions of water levels obtained from two numerical simulations decrease when the initial
tailwater levels increase.