Enter your email address
Submit
Write your message
Volume 10, Issue 19 (9-2014)
marineeng 2014, 10(19): 21-31 |
Back to browse issues page
Download citation:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
BibTeX | RIS | EndNote | Medlars | ProCite | Reference Manager | RefWorks
Send citation to:
Moghim M N. Numerical Modeling of Water Surface and Pore Pressure Fluctuations in Conventional Rubble Mound Breakwater. marineeng 2014; 10 (19) :21-31
URL: http://marine-eng.ir/article-1-278-en.html
URL: http://marine-eng.ir/article-1-278-en.html
Isfahan University of Technology
Abstract: (6658 Views)
When studying the structural response of rubble mound breakwaters to wave loading, the knowledge of water surface fluctuations, pore pressure variations and related wave attenuation inside the porous structure is important since the pore pressures affect most responses, such as wave run-up, wave overtopping, reflections, transmission and the hydraulic and geotechnical stability of the breakwater. For this purpose a numerical model was developed to investigate the water surface and pressure fluctuations outside and inside the statically conventional rubble mound breakwater by using FLOW-3D software. The water - structure interaction is obtained by model to simulate the corresponding turbulence field and volume of fluid (VOF) theory to simulate the free surface. The comparison between numerical and experimental results shows a good agreement in terms of both water surface and pore pressure Fluctuations in conventional rubble mound breakwaters.
Type of Study: Research Paper |
Received: 2013/11/25 | Accepted: 2014/08/4
Received: 2013/11/25 | Accepted: 2014/08/4
Send email to the article author
| Rights and permissions | |
 |
This work is licensed under a Creative Commons Attribution-NonCommercial 4.0 International License. |
International Journal of Maritime Technology is licensed under a
Creative Commons Attribution-NonCommercial 4.0 International License.