Experimental and Numerical Comparison of Flow and scour Patterns around a Single and Triple Bridge Piers Located at a sharp 180 degrees Bend-Reference-Cited by-同舟云学术

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Experimental and Numerical Comparison of Flow and scour Patterns around a Single and Triple Bridge Piers Located at a sharp 180 degrees Bend

Published:2019-01-22 Issue:0 Volume:0 Page:0-0
ISSN:2345-3605
Container-title:Scientia Iranica
language:en
Short-container-title:Scientia Iranica

Author:

ASADOLLAHI MORTEZA,Vaghefi Mohammad,Tabibnejad Motlagh Mohammad

Publisher

SciTech Solutions

Subject

General Engineering

Link

http://scientiairanica.sharif.edu/article_21241_948ba3a0c23a51ca797c6b184a8244ae.pdf

Cited by 14 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. An experimental comparison of 3D velocity components around single and twin piers installed in a sharp bend under the influence of upstream implemented vanes;Applied Water Science;2024-04-25

2. Experimental Study: Effects of Pier Position and Critical Velocity Ratio on Scour Pattern in Two Consecutive Bends Under Clear Water Condition;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-04-17

3. Bed Topography in a 180° Converging or Diverging Bend Using SSIIM Numerical Model;Iranian Journal of Science and Technology, Transactions of Civil Engineering;2024-01-08

4. Numerical study of upstream submerged vanes affecting bed in a sharp bend with a bridge pier via SSIIM software;Innovative Infrastructure Solutions;2023-10

5. Experimental and Numerical Investigation of Flow Characteristics Around Complex Bridge Piers in Different Geometries;International Journal of Computational Fluid Dynamics;2023-08-09

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