NUMERICAL SIMULATION OF IMPULSIVE WAVE CAUSED BY LANDSLIDES AT MAKU DAM RESERVOIR

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.

YAVARI RAMSHE S.; ATAIE ASHTIANI B.; NAJAFI JILANI A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY Year:2009 | Volume:1 | Issue:3 Page(s): 10-20

Download Full-Text

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

Persian Verion

View:

770

Download:

Cites:

Information Journal Paper

Title

NUMERICAL SIMULATION OF IMPULSIVE WAVE CAUSED BY LANDSLIDES AT MAKU DAM RESERVOIR

Author(s)

YAVARI RAMSHE S. | ATAIE ASHTIANI B. | NAJAFI JILANI A. | Issue Writer Certificate

Keywords

LANDSLIDEQ3

IMPULSIVE WAVEQ2

NUMERICAL SIMULATIONQ2

CASE STUDYQ3

RUN-UPQ3

OVERTOPPINGQ3

Abstract

In this work, IMPULSIVE WAVE generation and propagation caused by LANDSLIDEs are studied numerically for a real case. Maku Dam reservoir, in the northwestern of Iran is considered as the CASE STUDY. Generated wave heights, wave RUN-UP and probable OVERTOPPING volume have been evaluated for two scenarios using a twodimensional numerical model (LS3D). Based on the results, the generated wave height for first and second scenarios is 12m and 18m respectively. The wave height of 8m is observed close to dam body. The dam freeboard is 9m, so no OVERTOPPING happens in normal condition. However in rainy seasons that water level is close to spillway level, maximum wave height above dam crest is 4m and dam OVERTOPPING volume is about 20000m3.

Cites

No record.

References

No record.

Cite

APA: Copy

YAVARI RAMSHE, S., ATAIE ASHTIANI, B., & NAJAFI JILANI, A.. (2009). NUMERICAL SIMULATION OF IMPULSIVE WAVE CAUSED BY LANDSLIDES AT MAKU DAM RESERVOIR. JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY, 1(3), 10-20. SID. https://sid.ir/paper/199460/en

Vancouver: Copy

YAVARI RAMSHE S., ATAIE ASHTIANI B., NAJAFI JILANI A.. NUMERICAL SIMULATION OF IMPULSIVE WAVE CAUSED BY LANDSLIDES AT MAKU DAM RESERVOIR. JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY[Internet]. 2009;1(3):10-20. Available from: https://sid.ir/paper/199460/en

IEEE: Copy

S. YAVARI RAMSHE, B. ATAIE ASHTIANI, and A. NAJAFI JILANI, “NUMERICAL SIMULATION OF IMPULSIVE WAVE CAUSED BY LANDSLIDES AT MAKU DAM RESERVOIR,” JOURNAL OF CIVIL ENGINEERING ISLAMIC AZAD UNIVERSITY, vol. 1, no. 3, pp. 10–20, 2009, [Online]. Available: https://sid.ir/paper/199460/en

Related Journal Papers