EXPERIMENTAL COMPARISON OF DISCHARGE COEFFICIENT FOR MESH PANEL BOTTOM INTAKES WITH AND WITHOUT SEDIMENT

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.

BINA K.; FAGHFOOR MAGHREBI M.; ABRISHAMI J.

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

Journal Paper

Paper Information

Journal: Journal of Irrigation Sciences and Engineering Year:2012 | Volume:35 | Issue:1 Page(s): 35-47

Download Full-Text

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

Persian Verion

View:

600

Download:

Cites:

Information Journal Paper

Title

EXPERIMENTAL COMPARISON OF DISCHARGE COEFFICIENT FOR MESH PANEL BOTTOM INTAKES WITH AND WITHOUT SEDIMENT

Author(s)

BINA K. | FAGHFOOR MAGHREBI M. | ABRISHAMI J. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

Bottom rack is ahydraulic structure which is placed on the bed of mountainous rivers through which part of flow in the main channel is diverted. These structures have very wide application in industry, irrigation, drainage and etc. The present study was directed to estimate the discharge coefficient of a new kind of bottomracks including both transverse and longitudinal bars which is named "meshpanel racks" with and without considering solids in the fluid. This kind of bottom intake has advantages from structural point of view and has less deformation under static and dynamic loads. Laboratory setup with three meshpanel intakes was built and the effects of various parameters such as racks slope, porosity and geometry, sediment size and sediment grading were explored.A dimensional analysis using Buckingham theory showed the effective hydraulic and geometric factors that affect the discharge coefficient (Cd) of bottom racks. Then, a statistical approach to determine the dischargeco efficient of a rack structure was developed with linear and nonlinear egression using SPSS software. Finally, hydraulic performance of mesh pane lintakes was compared with and without sediment.

Cites

No record.

References

No record.

Cite

APA: Copy

BINA, K., FAGHFOOR MAGHREBI, M., & ABRISHAMI, J.. (2012). EXPERIMENTAL COMPARISON OF DISCHARGE COEFFICIENT FOR MESH PANEL BOTTOM INTAKES WITH AND WITHOUT SEDIMENT. IRRIGATION SCIENCES AND ENGINEERING (JISE) (SCIENTIFIC JOURNAL OF AGRICULTURE), 35(1), 35-47. SID. https://sid.ir/paper/217225/en

Vancouver: Copy

BINA K., FAGHFOOR MAGHREBI M., ABRISHAMI J.. EXPERIMENTAL COMPARISON OF DISCHARGE COEFFICIENT FOR MESH PANEL BOTTOM INTAKES WITH AND WITHOUT SEDIMENT. IRRIGATION SCIENCES AND ENGINEERING (JISE) (SCIENTIFIC JOURNAL OF AGRICULTURE)[Internet]. 2012;35(1):35-47. Available from: https://sid.ir/paper/217225/en

IEEE: Copy

K. BINA, M. FAGHFOOR MAGHREBI, and J. ABRISHAMI, “EXPERIMENTAL COMPARISON OF DISCHARGE COEFFICIENT FOR MESH PANEL BOTTOM INTAKES WITH AND WITHOUT SEDIMENT,” IRRIGATION SCIENCES AND ENGINEERING (JISE) (SCIENTIFIC JOURNAL OF AGRICULTURE), vol. 35, no. 1, pp. 35–47, 2012, [Online]. Available: https://sid.ir/paper/217225/en

Related Journal Papers