Experimental Study of the Application of Sill, Dike and Skimming Wall in Controlling Bed Sediment Entering 75 ̊ Lateral Intake in a U Channel Bend

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.

Goleij Hassan; HAGHIABI AMIR HAMZEH; SANEIE MOJTABA; YONESI HOJATOLLAH

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

Journal Paper

Paper Information

Journal: Journal of Irrigation and Water Engineering Year:2019 | Volume:9 | Issue:35 Page(s): 18-37

Download Full-Text

Persian Verion

View:

337

Download:

Cites:

Information Journal Paper

Title

Experimental Study of the Application of Sill, Dike and Skimming Wall in Controlling Bed Sediment Entering 75 ̊ Lateral Intake in a U Channel Bend

Author(s)

Goleij Hassan | HAGHIABI AMIR HAMZEH | SANEIE MOJTABA | YONESI HOJATOLLAH | Issue Writer Certificate

Keywords

Channel BendQ2

Skimming WallQ2

Lateral intakeQ2

Secondary FlowQ2

Abstract

The mechanism of flow and sediment transport in Channel Bend is much more complex when the outer bank of the bend is employed for lateral diversion. Due to the secondary current, sediment moves away from outer bank and therefore outer bank of the bend is one of the best locations for lateral diversion. In this experimental investigation, three structures including Sill, Dike and Skimming Wall were used to control the amount of bed sediment at Lateral intake with three ratio of diverted flow discharge of 0. 17, 0. 21 and 0. 26. Results showed that to have a fix percentage of flow diversion in all experiments, these structures have been effective on water level compared to the control conditions and they had an effect on input Froude number. The combination of Skimming Wall of 14 ̊ , dike and sill had the most controlled bed sediment in different percentages and 92 percent of sediment movement to the Lateral intake decreased compared to the control experiment. In the sill experiment, by increasing the percentage of flow diversion, the effect of this structure reduced, the least percentage of reduction of sediment diversion at discharge ratio of 26 percent has been 65 percent. Changes in the strength of Secondary Flow were investigated quantitatively at the intake mouth and it was revealed that the process of changes in sill and control experiments is different from other experiments. Investigating shear stress of the bed channel, it was shown that, firstly, the amount of shear stress in outer bend is more than inner bend and secondly, by increasing the percentage of flow diversion, shear stress increases along the intake. Using Skimming Wall of 14̊ , the local pattern of shear stress in front of the intake changes such that the amount of shear stress near the intake decreases, the maximum shear stress is moved towards the center of the channel and back of the structure, which leads to decreased amount of erosion and diversion of sediment to the intake.

Cites

No record.

References

No record.

Cite

APA: Copy

Goleij, Hassan, HAGHIABI, AMIR HAMZEH, SANEIE, MOJTABA, & YONESI, HOJATOLLAH. (2019). Experimental Study of the Application of Sill, Dike and Skimming Wall in Controlling Bed Sediment Entering 75 ̊ Lateral Intake in a U Channel Bend. IRANIAN OF IRRIGATION & WATER ENGINEERING, 9(35 ), 18-37. SID. https://sid.ir/paper/247127/en

Vancouver: Copy

Goleij Hassan, HAGHIABI AMIR HAMZEH, SANEIE MOJTABA, YONESI HOJATOLLAH. Experimental Study of the Application of Sill, Dike and Skimming Wall in Controlling Bed Sediment Entering 75 ̊ Lateral Intake in a U Channel Bend. IRANIAN OF IRRIGATION & WATER ENGINEERING[Internet]. 2019;9(35 ):18-37. Available from: https://sid.ir/paper/247127/en

IEEE: Copy

Hassan Goleij, AMIR HAMZEH HAGHIABI, MOJTABA SANEIE, and HOJATOLLAH YONESI, “Experimental Study of the Application of Sill, Dike and Skimming Wall in Controlling Bed Sediment Entering 75 ̊ Lateral Intake in a U Channel Bend,” IRANIAN OF IRRIGATION & WATER ENGINEERING, vol. 9, no. 35 , pp. 18–37, 2019, [Online]. Available: https://sid.ir/paper/247127/en

Related Journal Papers