MEAN FLOW AND TURBULENCE IN COMPOUND CHANNELS WITH VEGETATED FLOODPLAINS

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.

HAMIDIFAR H.; OMID M.H.; KESHAVARZI A.

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

Journal Paper

Paper Information

Journal: JOURNAL OF AGRICULTURAL ENGINEERING RESEARCH Year:2013 | Volume:14 | Issue:3 Page(s): 51-66

Download Full-Text

Persian Verion

View:

1,148

Download:

Cites:

Information Journal Paper

Title

MEAN FLOW AND TURBULENCE IN COMPOUND CHANNELS WITH VEGETATED FLOODPLAINS

Author(s)

HAMIDIFAR H. | OMID M.H. | KESHAVARZI A. | Issue Writer Certificate

Keywords

ADVQ2

COMPOUND CHANNELQ2

FLOW STRUCTUREQ2

TURBULENCEQ2

VEGETATIONQ2

Abstract

The study of flow in COMPOUND CHANNELs with vegetated floodplains is essential to assessing the development of the stage-discharge relationship and sediment and pollutant transport. The present study experimentally investigated mean flow and TURBULENCE characteristics in a prismatic COMPOUND CHANNEL. The experimental program consisted of vegetated and non-vegetated floodplains with different relative depths. The results show that VEGETATION had a significant effect on the flow characteristics of streamwise, lateral, and vertical velocity and Reynolds stress. For a given relative depth, the conveyance capacity of the channel decreased up to 31% for a vegetated floodplain over a non-vegetated floodplain. Although, the depth-averaged velocity varied significantly across the main channel, it was fairly constant over the vegetated floodplain. Strong secondary currents and lateral momentum transfer between the main channel and its floodplain led to high gradients in the depth-averaged velocity, bed shear stress, and turbulent kinetic energy at the interface.

Cites

No record.

References

No record.

Cite

APA: Copy

HAMIDIFAR, H., OMID, M.H., & KESHAVARZI, A.. (2013). MEAN FLOW AND TURBULENCE IN COMPOUND CHANNELS WITH VEGETATED FLOODPLAINS. JOURNAL OF AGRICULTURAL ENGINEERING RESEARCH, 14(3), 51-66. SID. https://sid.ir/paper/28238/en

Vancouver: Copy

HAMIDIFAR H., OMID M.H., KESHAVARZI A.. MEAN FLOW AND TURBULENCE IN COMPOUND CHANNELS WITH VEGETATED FLOODPLAINS. JOURNAL OF AGRICULTURAL ENGINEERING RESEARCH[Internet]. 2013;14(3):51-66. Available from: https://sid.ir/paper/28238/en

IEEE: Copy

H. HAMIDIFAR, M.H. OMID, and A. KESHAVARZI, “MEAN FLOW AND TURBULENCE IN COMPOUND CHANNELS WITH VEGETATED FLOODPLAINS,” JOURNAL OF AGRICULTURAL ENGINEERING RESEARCH, vol. 14, no. 3, pp. 51–66, 2013, [Online]. Available: https://sid.ir/paper/28238/en

Related Journal Papers