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Cites:

Information Journal Paper

Title

Simulation of Sedimentation Pattern in Upstream of Duckbill Weirs Using Submerged Vanes

Pages

  83-98

Abstract

Duckbill weir is one of the water level control structures in irrigation networks. If Sediments are transferred into the irrigation networks, they trapped in the upstream of weir and effect on the upstream water level. In this study, Submerged vanes are used for flushing the sediment to downstream in addition of gates. The Flow-3D Software has been also used for simulation of flow and Sediment pattern. The results showed that Submerged vanes create secondary flow which is so effective for flushing the sediment especially in value of head over side wall to the weir height more than 0. 33. The results of image processing showed that the maximum relatived error for simulation of Sediment pattern is 14. 4 percent.

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  • Cite

    APA: Copy

    Tajari, Mahla, DEHGHANI, AMIR AHMAD, & Meftahhalaghi, Mehdi. (2019). Simulation of Sedimentation Pattern in Upstream of Duckbill Weirs Using Submerged Vanes. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), 32(3 ), 83-98. SID. https://sid.ir/paper/195917/en

    Vancouver: Copy

    Tajari Mahla, DEHGHANI AMIR AHMAD, Meftahhalaghi Mehdi. Simulation of Sedimentation Pattern in Upstream of Duckbill Weirs Using Submerged Vanes. JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING)[Internet]. 2019;32(3 ):83-98. Available from: https://sid.ir/paper/195917/en

    IEEE: Copy

    Mahla Tajari, AMIR AHMAD DEHGHANI, and Mehdi Meftahhalaghi, “Simulation of Sedimentation Pattern in Upstream of Duckbill Weirs Using Submerged Vanes,” JOURNAL OF CIVIL ENGINEERING (JOURNAL OF SCHOOL OF ENGINEERING), vol. 32, no. 3 , pp. 83–98, 2019, [Online]. Available: https://sid.ir/paper/195917/en

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