NUMERICAL SIMULATION OF BREAKING SOLITARY WAVE ON THE SLOPING BEACH USING WCSPH METHOD

Q: How can I download an article?

To download an article from SID, first log in to the site, search for the article title, and click on the 'Download Article' option.

Q: How can I download an ISI article?

To download an ISI article on SID, enter the keyword or article title in the search bar, view the relevant results, click on the desired article, and select the 'Download Article' option.

Q: How can I access the SID database?

To access the SID database, visit SID.ir, create an account, and log in to access scientific resources.

Q: Is downloading articles from SID free?

Some articles on SID are available for free, while others require payment. Details are specified on the article's page.

KETABDARI M.J.; NEMATI ROOZBAHANI A.

مرکز اطلاعات علمی Scientific Information Database (SID) - Trusted Source for Research and Academic Resources

Journal Paper

Paper Information

Journal: JOURNAL OF MARINE ENGINEERING Year:2012 | Volume:8 | Issue:15 Page(s): 29-41

Download Full-Text

Persian Verion

View:

1,079

Download:

Cites:

Information Journal Paper

Title

NUMERICAL SIMULATION OF BREAKING SOLITARY WAVE ON THE SLOPING BEACH USING WCSPH METHOD

Author(s)

KETABDARI M.J. | NEMATI ROOZBAHANI A. | Issue Writer Certificate

Keywords

SOLITARY WAVEQ2

WAVE BREAKINGQ2

WEAKLY COMPRESSIBLE SMOOTHED PARTICLE HYDRODYNAMICQ2

SLOPPED BEACHQ2

Abstract

In this article, a numerical meshless method called WEAKLY COMPRESSIBLE SMOOTHED PARTICLE HYDRODYNAMIC (WCSPH) is used to simulate the SOLITARY WAVE breaking process on the beach.The present model is a two dimensional model that considers the fluid weakly compressibility.This model solves the viscous fluid equations to obtain velocity field and density and solves the equation of state to obtain the pressure field. This leads to computational efficiency of the model in comparison with basic SPH model. To simulate the fluid turbulence in WAVE BREAKING process, the Sub Particle Scale (SPS) model that is obtained from Large Eddy Simulation (LES) theory of turbulence is used. In this research to consider the accuracy of free surface simulation, first a dam break test is performed to compare the model results with experimental data of Martin and Moyce (1952).Afterwards to verify the turbulence model, a comparison between model results of dam break phenomenon and experimental results of Issa (2005) is carried out.These comparisons showed that the developed model is a powerful tool for simulation of the turbulent flow behavior. Finally, the transform of a breaking SOLITARY WAVE on the sloping beach is modeled and the results were discussed.

Cites

No record.

References

No record.

Cite

APA: Copy

KETABDARI, M.J., & NEMATI ROOZBAHANI, A.. (2012). NUMERICAL SIMULATION OF BREAKING SOLITARY WAVE ON THE SLOPING BEACH USING WCSPH METHOD. JOURNAL OF MARINE ENGINEERING, 8(15), 29-41. SID. https://sid.ir/paper/60945/en

Vancouver: Copy

KETABDARI M.J., NEMATI ROOZBAHANI A.. NUMERICAL SIMULATION OF BREAKING SOLITARY WAVE ON THE SLOPING BEACH USING WCSPH METHOD. JOURNAL OF MARINE ENGINEERING[Internet]. 2012;8(15):29-41. Available from: https://sid.ir/paper/60945/en

IEEE: Copy

M.J. KETABDARI, and A. NEMATI ROOZBAHANI, “NUMERICAL SIMULATION OF BREAKING SOLITARY WAVE ON THE SLOPING BEACH USING WCSPH METHOD,” JOURNAL OF MARINE ENGINEERING, vol. 8, no. 15, pp. 29–41, 2012, [Online]. Available: https://sid.ir/paper/60945/en

Related Journal Papers