Investigating the Characteristics of the Hydraulic Jump in a Stilling Basin with Netted Perforated Bed

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.

AKBARI N.; ESMAEILI K.; Khodashenas s.

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

Journal Paper

Paper Information

Journal: Irrigation and Drainage Structures Engineering Research Year:2019 | Volume:20 | Issue:75 Page(s): 71-84

Download Full-Text

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

Persian Verion

View:

254

Download:

Cites:

Information Journal Paper

Title

Investigating the Characteristics of the Hydraulic Jump in a Stilling Basin with Netted Perforated Bed

Author(s)

AKBARI N. | ESMAEILI K. | Khodashenas s. | Issue Writer Certificate

Keywords

Decreasing FlowQ1

Momentum EquationQ2

Sequent Depth RatioQ1

Supercritical FlowQ1

Abstract

In this research, the effects of a network of holes in the bottom of the stilling basin on the main properties of the hydraulic jump, such as the sequent depths ratio and the jump length, have been studied. First, by mathematical analysis and expansion of the Momentum Equation, an equation for the direct calculation of sequent depths ratio was obtained while flow rate in the channel decreased. Using a laboratory flume, equipped with a network of valves under the bed, a series of experiments were conducted in order to study the behavior and characteristics of hydraulic jump, the results of which were compared with the results obtained from classical hydraulic jump on a smooth bed. The Froude number range in this research was between 5. 3 and 7. 4 and the ratio of the remaining flow at downstream to incoming flow to the channel was between 0. 98 to 0. 995. Results showed that reducing the flow rate up to two percent in the channel caused decreasing sequent depths ratio by 19 and 12 percent, compared to classical jump and analytical equation, respectively; the jump length decreased by 29 percent, compared to the classical jump.

Cites

No record.

References

No record.

Cite

APA: Copy

AKBARI, N., ESMAEILI, K., & Khodashenas, s.. (2019). Investigating the Characteristics of the Hydraulic Jump in a Stilling Basin with Netted Perforated Bed. IRRIGATION AND DRAINAGE STRUCTURES ENGINEERING RESEARCH , 20(75 ), 71-84. SID. https://sid.ir/paper/396692/en

Vancouver: Copy

AKBARI N., ESMAEILI K., Khodashenas s.. Investigating the Characteristics of the Hydraulic Jump in a Stilling Basin with Netted Perforated Bed. IRRIGATION AND DRAINAGE STRUCTURES ENGINEERING RESEARCH [Internet]. 2019;20(75 ):71-84. Available from: https://sid.ir/paper/396692/en

IEEE: Copy

N. AKBARI, K. ESMAEILI, and s. Khodashenas, “Investigating the Characteristics of the Hydraulic Jump in a Stilling Basin with Netted Perforated Bed,” IRRIGATION AND DRAINAGE STRUCTURES ENGINEERING RESEARCH , vol. 20, no. 75 , pp. 71–84, 2019, [Online]. Available: https://sid.ir/paper/396692/en

Related Journal Papers