EVALUATION OF HYDRAULIC GOVERNING PRINCIPLES AND DESIGN OF STEPPED SPILLWAYS

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.

SAMANI H.M.V.; NAZAR ZADEH R.

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

Journal Paper

Paper Information

Journal: Year:2004 | Volume:38 | Issue:2 (84) Page(s): 339-347

Download Full-Text

Persian Verion

View:

2,777

Download:

Cites:

Information Journal Paper

Title

EVALUATION OF HYDRAULIC GOVERNING PRINCIPLES AND DESIGN OF STEPPED SPILLWAYS

Author(s)

SAMANI H.M.V. | NAZAR ZADEH R. | Issue Writer Certificate

Keywords

Not Registered.

Abstract

One of the objectives of utilizing stepped spillways is to increase energy dissipation along spillways and consequently decreasing dimensions of stilling basins. This influences the economical evaluation of the design by reducing costs. The hydraulics of flow over stepped spillways has been investigated by many researchers for the last decade. These investigations have resulted in many hydraulic relationships. Several equations regarding head-loss and friction factor have been developed. Most of these equations are based on an average depth or consider a constant friction factor. In this study, the most effective hydraulic variables have been considered to obtain a general relationship for the friction factor and used in the calculation of water surface profiles along stepped spillways. This relationship has been calibrated by using experimental data and a nonlinear optimization technique. Accuracy of the obtained relations have been evaluated by comparing their results with real ones.

Cites

TWO-DIMENSIONAL MODELING OF THE TWO-PHASE FLOW OVER STEPPED SPILLWAYS

References

No record.

Cite

APA: Copy

SAMANI, H.M.V., & NAZAR ZADEH, R.. (2004). EVALUATION OF HYDRAULIC GOVERNING PRINCIPLES AND DESIGN OF STEPPED SPILLWAYS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), 38(2 (84)), 339-347. SID. https://sid.ir/paper/14023/en

Vancouver: Copy

SAMANI H.M.V., NAZAR ZADEH R.. EVALUATION OF HYDRAULIC GOVERNING PRINCIPLES AND DESIGN OF STEPPED SPILLWAYS. JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN)[Internet]. 2004;38(2 (84)):339-347. Available from: https://sid.ir/paper/14023/en

IEEE: Copy

H.M.V. SAMANI, and R. NAZAR ZADEH, “EVALUATION OF HYDRAULIC GOVERNING PRINCIPLES AND DESIGN OF STEPPED SPILLWAYS,” JOURNAL OF FACULTY OF ENGINEERING (UNIVERSITY OF TEHRAN), vol. 38, no. 2 (84), pp. 339–347, 2004, [Online]. Available: https://sid.ir/paper/14023/en

Related Journal Papers