APPLICATION OF EULER EQUATIONS TO ESTIMATE DISCHARGE COEFFICIENT FOR CIRCULAR-CRESTED 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.

BAGHERI S.; HEIDARPOUR M.

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

Journal Paper

Paper Information

Journal: Iranian Journal of Soil and Water Research Year:2009 | Volume:40 | Issue:1 Page(s): 67-73

Download Full-Text

Persian Verion

View:

1,011

Download:

Cites:

Information Journal Paper

Title

APPLICATION OF EULER EQUATIONS TO ESTIMATE DISCHARGE COEFFICIENT FOR CIRCULAR-CRESTED WEIR

Author(s)

BAGHERI S. | HEIDARPOUR M. | Issue Writer Certificate

Keywords

CIRCULAR-CRESTED WEIRQ3

DISCHARGE COEFFICIENTQ2

CURVILINEAR FLOWQ3

VELOCITY PROFILEQ1

Abstract

Circular- crested weirs are employed for flow measurement among their other wide applications in hydraulic engineering. They can also be used to control water level in farm ponds and reservoirs. Advantages of the circular crested weirs as compared to other weirs include the stable overflow pattern, the simplicity of design and their associated lower costs. In this study, the CURVILINEAR FLOW past a CIRCULAR-CRESTED WEIR is analyzed using simplified Euler equations to determine the DISCHARGE COEFFICIENT. Also, velocity distribution profile and theoretical method were evaluated through physical models of CIRCULAR-CRESTED WEIRs of various radii and heights. It was found that the proposed method agrees well with the experimental observations. Also, it was seen that the estimations of DISCHARGE COEFFICIENT are close to their experimental values within 3 percentage of error.

Cites

No record.

References

No record.

Cite

APA: Copy

BAGHERI, S., & HEIDARPOUR, M.. (2009). APPLICATION OF EULER EQUATIONS TO ESTIMATE DISCHARGE COEFFICIENT FOR CIRCULAR-CRESTED WEIR. IRANIAN JOURNAL OF SOIL AND WATER RESEARCH, 40(1), 67-73. SID. https://sid.ir/paper/225986/en

Vancouver: Copy

BAGHERI S., HEIDARPOUR M.. APPLICATION OF EULER EQUATIONS TO ESTIMATE DISCHARGE COEFFICIENT FOR CIRCULAR-CRESTED WEIR. IRANIAN JOURNAL OF SOIL AND WATER RESEARCH[Internet]. 2009;40(1):67-73. Available from: https://sid.ir/paper/225986/en

IEEE: Copy

S. BAGHERI, and M. HEIDARPOUR, “APPLICATION OF EULER EQUATIONS TO ESTIMATE DISCHARGE COEFFICIENT FOR CIRCULAR-CRESTED WEIR,” IRANIAN JOURNAL OF SOIL AND WATER RESEARCH, vol. 40, no. 1, pp. 67–73, 2009, [Online]. Available: https://sid.ir/paper/225986/en

Related Journal Papers