LABORATORY INVESTIGATION OF FLOW PATTERN AND SCOUR AROUND BRIDGE ABUTMENT WITH RECTANGULAR SECTION

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.

KHOZEYMEHNEZHAD HOSSEIN; GHOMESHI MAHDI; SHAFAEI BAJESTAN MAHMOUD; RAMEZANI YOUSEF

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

Journal Paper

Paper Information

Journal: Journal of Water and Soil Conservation Year:2015 | Volume:22 | Issue:1 Page(s): 91-110

Download Full-Text

Persian Verion

View:

908

Download:

Cites:

Information Journal Paper

Title

LABORATORY INVESTIGATION OF FLOW PATTERN AND SCOUR AROUND BRIDGE ABUTMENT WITH RECTANGULAR SECTION

Author(s)

KHOZEYMEHNEZHAD HOSSEIN | GHOMESHI MAHDI | SHAFAEI BAJESTAN MAHMOUD | RAMEZANI YOUSEF | Issue Writer Certificate

Keywords

FLOW PATTERNQ1

LABORATORY MODELQ1

SCOURQ1

BRIDGE ABUTMENTQ1

Abstract

Already various studies have been done on the mechanism of SCOUR around hydraulic structures especially bridges. In the field of SCOUR around bridges, researches are more focus on SCOUR of piers in comparision with abutments. While the review of available information on the bridge required cost, the major problems are related to abutment. Therefore most costs have to spent in this regard. Literature review shows that abutment form has considerable impact on the SCOUR depth around it. Among various abutment forms, the maximum SCOUR depth occurs in the case of rectangular abutment. Therefore in this research rectangular form for abutment was selected and the effects of froude number and non dimensional abutment length (Width to length ratio) were investigated on SCOUR development. Result shows, that increasing froude number and decreasing non dimensional abutment length, will increase the amount of SCOUR. Following this research, three-dimensional components of velocities were determined with electromagnetic velocimeter and then used for drawing FLOW PATTERN. Result shows, that vertical vortex in upstream corner of abutment is an effective factor on maximum depth of SCOUR at this point. Also result confirms that, down flow and generated vortex are effective parameters on abutment bridge SCOUR.

Cites

No record.

References

No record.

Cite

APA: Copy

KHOZEYMEHNEZHAD, HOSSEIN, GHOMESHI, MAHDI, SHAFAEI BAJESTAN, MAHMOUD, & RAMEZANI, YOUSEF. (2015). LABORATORY INVESTIGATION OF FLOW PATTERN AND SCOUR AROUND BRIDGE ABUTMENT WITH RECTANGULAR SECTION. JOURNAL OF WATER AND SOIL CONSERVATION (JOURNAL OF AGRICULTURAL SCIENCES AND NATURAL RESOURCES), 22(1), 91-110. SID. https://sid.ir/paper/156063/en

Vancouver: Copy

KHOZEYMEHNEZHAD HOSSEIN, GHOMESHI MAHDI, SHAFAEI BAJESTAN MAHMOUD, RAMEZANI YOUSEF. LABORATORY INVESTIGATION OF FLOW PATTERN AND SCOUR AROUND BRIDGE ABUTMENT WITH RECTANGULAR SECTION. JOURNAL OF WATER AND SOIL CONSERVATION (JOURNAL OF AGRICULTURAL SCIENCES AND NATURAL RESOURCES)[Internet]. 2015;22(1):91-110. Available from: https://sid.ir/paper/156063/en

IEEE: Copy

HOSSEIN KHOZEYMEHNEZHAD, MAHDI GHOMESHI, MAHMOUD SHAFAEI BAJESTAN, and YOUSEF RAMEZANI, “LABORATORY INVESTIGATION OF FLOW PATTERN AND SCOUR AROUND BRIDGE ABUTMENT WITH RECTANGULAR SECTION,” JOURNAL OF WATER AND SOIL CONSERVATION (JOURNAL OF AGRICULTURAL SCIENCES AND NATURAL RESOURCES), vol. 22, no. 1, pp. 91–110, 2015, [Online]. Available: https://sid.ir/paper/156063/en

Related Journal Papers