SEEPAGE ANALYSIS THROUGH ROCKFILL DAMS BY FINITE ELEMENT METHOD IN A FIXED GRID

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.

HOSSEINI SEYED MAHMOUD; SONEI E.

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

Journal Paper

Paper Information

Journal: ESTEGHLAL Year:2003 | Volume:22 | Issue:1 Page(s): 91-91

Download Full-Text

Persian Verion

View:

944

Download:

Cites:

Information Journal Paper

Title

SEEPAGE ANALYSIS THROUGH ROCKFILL DAMS BY FINITE ELEMENT METHOD IN A FIXED GRID

Author(s)

HOSSEINI SEYED MAHMOUD | SONEI E. | Issue Writer Certificate

Keywords

FINITE ELEMENTQ3

METHODQ3

FIXED GRIDQ2

NON-DARCY FLOWQ4

NON-LINEAR FLOWQ4

ROCK FILL DAMQ4

Abstract

In this paper, Forchheimer equation is used as the constitutive equation for flow through rock fill, and the nonlinear two-dimensional governing equation with free surface is solved by a new FINITE ELEMENT METHOD in a fixed grill. The model is verified by applying it to different flow conditions. The first scenario, which is assumed to be one-dimensional with analytical solution available for it, is used to verify the developed code. Other scenarios, which are two-dimensional free surface tests on a laboratory rockfill, are used to verify the modeL The model shows satisfactory performance in this regard. For example, on average, a mean absolute relative error of about 2.3%, in terms of pressure head was found to exist between modelling results and observed values. Further capabilities of the model are discussed by simulating overflow through self- spillway rockfill dams.

Cites

No record.

References

No record.

Cite

APA: Copy

HOSSEINI, SEYED MAHMOUD, & SONEI, E.. (2003). SEEPAGE ANALYSIS THROUGH ROCKFILL DAMS BY FINITE ELEMENT METHOD IN A FIXED GRID. ESTEGHLAL, 22(1), 91-91. SID. https://sid.ir/paper/6099/en

Vancouver: Copy

HOSSEINI SEYED MAHMOUD, SONEI E.. SEEPAGE ANALYSIS THROUGH ROCKFILL DAMS BY FINITE ELEMENT METHOD IN A FIXED GRID. ESTEGHLAL[Internet]. 2003;22(1):91-91. Available from: https://sid.ir/paper/6099/en

IEEE: Copy

SEYED MAHMOUD HOSSEINI, and E. SONEI, “SEEPAGE ANALYSIS THROUGH ROCKFILL DAMS BY FINITE ELEMENT METHOD IN A FIXED GRID,” ESTEGHLAL, vol. 22, no. 1, pp. 91–91, 2003, [Online]. Available: https://sid.ir/paper/6099/en

Related Journal Papers