2D ANALYSIS OF SCOUR AND STABILITY RUBBLEMOUND BREAKWATER TOE BY PHYSICAL MODEL

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.

ESKAFI M.; MOROVVATI H.; LARI K.

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

Journal Paper

Paper Information

Journal: JOURNAL OF MARINE ENGINEERING Year:2011 | Volume:7 | Issue:13 Page(s): 75-81

Download Full-Text

Persian Verion

View:

1,090

Download:

Cites:

Information Journal Paper

Title

2D ANALYSIS OF SCOUR AND STABILITY RUBBLEMOUND BREAKWATER TOE BY PHYSICAL MODEL

Author(s)

ESKAFI M. | MOROVVATI H. | LARI K. | Issue Writer Certificate

Keywords

RUBBLE-MOUND BREAKWATERQ1

TOE STABILITYQ3

SCOURINGQ3

WAVE PERIODQ3

Abstract

In this study two breakwater models with different conditions of bed, waves and water level are employed to analyze the TOE STABILITY and scour depth. The tests are conducted with regular waves. It is found that the scour depth in front of the RUBBLE-MOUND BREAKWATER depends on wave height, structure slope, water level and WAVE PERIOD, but the results reveal the effect of WAVE PERIOD toe is more than others. So that long period waves with more energy can be a threatfor RUBBLE-MOUND BREAKWATER. Also the results of the TOE STABILITY and scour depth are given in the form of diagrams.

Cites

No record.

References

No record.

Cite

APA: Copy

ESKAFI, M., MOROVVATI, H., & LARI, K.. (2011). 2D ANALYSIS OF SCOUR AND STABILITY RUBBLEMOUND BREAKWATER TOE BY PHYSICAL MODEL. JOURNAL OF MARINE ENGINEERING, 7(13), 75-81. SID. https://sid.ir/paper/60961/en

Vancouver: Copy

ESKAFI M., MOROVVATI H., LARI K.. 2D ANALYSIS OF SCOUR AND STABILITY RUBBLEMOUND BREAKWATER TOE BY PHYSICAL MODEL. JOURNAL OF MARINE ENGINEERING[Internet]. 2011;7(13):75-81. Available from: https://sid.ir/paper/60961/en

IEEE: Copy

M. ESKAFI, H. MOROVVATI, and K. LARI, “2D ANALYSIS OF SCOUR AND STABILITY RUBBLEMOUND BREAKWATER TOE BY PHYSICAL MODEL,” JOURNAL OF MARINE ENGINEERING, vol. 7, no. 13, pp. 75–81, 2011, [Online]. Available: https://sid.ir/paper/60961/en

Related Journal Papers