FLOW PATTERNS AND SHEAR STRESS DISTRIBUTION IN A 90 DEGREE SHARP BEND WITH W-WEIR

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.

ATASHI V.; SHAFAEI BJSTAN M.; AHADIYAN J.

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

Journal Paper

Paper Information

Journal: RESEARCH JOURNAL OF UNIVERSITY OF ISFAHAN "SCIENCE" Year:2012 | Volume:5 | Issue:13 Page(s): 17-34

Download Full-Text

View:

308

Download:

Cites:

Information Journal Paper

Title

FLOW PATTERNS AND SHEAR STRESS DISTRIBUTION IN A 90 DEGREE SHARP BEND WITH W-WEIR

Author(s)

ATASHI V. | SHAFAEI BJSTAN M. | AHADIYAN J. | Issue Writer Certificate

Keywords

DISTRIBUTION

TRANSVERSE

SHEAR STRESS

90 DEGREE BEND

W WEIR

Abstract

By entering flow into a bend, the flow will be affected by two forces of TRANSVERSE pressure and centrifugal in which the helicoidally flow is developed. Such pattern is the main cause of erosion in outer bank and sedimentation in inner bank. Many measures have been developed which can modify the flow pattern and therefore reduce erosion. The W-weirs is among such measures. In the present paper, by measuring three components of flow velocities with and without presence of W-weir, variation of flow patterns and SHEAR STRESS DISTRIBUTION in a 90 degree sharp bend have been investigated. The analyses of data show more uniform flow upstream of the weir and also reveal that the effect of TRANSVERSE and centrifugal forces are modified in such a way that the secondary flow is diminished. The SHEAR STRESS DISTRIBUTION upstream of the weir is more uniform in comparison to the case of no weir. The results show that SHEAR STRESS in outer bank is reduced and in inner bank increased. The results show that for the case of no weir, the SHEAR STRESS for Froude number of 0.17 and 0.40 in 30-degree location are 1.19 and 5.47, respectively. For the case in which a Weir exists, these values are reduced to 1.16 and 4.07, respectively.

Cites

No record.

References

No record.

Cite

APA: Copy

ATASHI, V., SHAFAEI BJSTAN, M., & AHADIYAN, J.. (2012). FLOW PATTERNS AND SHEAR STRESS DISTRIBUTION IN A 90 DEGREE SHARP BEND WITH W-WEIR. RESEARCH JOURNAL OF UNIVERSITY OF ISFAHAN "SCIENCE", 5(13), 17-34. SID. https://sid.ir/paper/610080/en

Vancouver: Copy

ATASHI V., SHAFAEI BJSTAN M., AHADIYAN J.. FLOW PATTERNS AND SHEAR STRESS DISTRIBUTION IN A 90 DEGREE SHARP BEND WITH W-WEIR. RESEARCH JOURNAL OF UNIVERSITY OF ISFAHAN "SCIENCE"[Internet]. 2012;5(13):17-34. Available from: https://sid.ir/paper/610080/en

IEEE: Copy

V. ATASHI, M. SHAFAEI BJSTAN, and J. AHADIYAN, “FLOW PATTERNS AND SHEAR STRESS DISTRIBUTION IN A 90 DEGREE SHARP BEND WITH W-WEIR,” RESEARCH JOURNAL OF UNIVERSITY OF ISFAHAN "SCIENCE", vol. 5, no. 13, pp. 17–34, 2012, [Online]. Available: https://sid.ir/paper/610080/en

Related Journal Papers

No record.

Related Seminar Papers

No record.

Related Plans

No record.

Recommended Workshops