Skip to the main content

Preliminary communication

https://doi.org/10.14256/JCE.2506.2018

Simulation of Scour at Bridge Supports

Yasser Moussa
Mahoud Atta


Full text: croatian pdf 445 Kb

page 793-801

downloads: 355

cite

Full text: english pdf 442 Kb

page 793-801

downloads: 223

cite


Abstract

Groups of piers are used on bridges to minimise scour around bridge supports. The prediction of scour around piers due to interaction of vortices around bridge piers is more complex compared to scour prediction around a single pier. Four arrangements of bridge piers with different spaces in the lateral and longitudinal directions are investigated under clear water conditions to observe scour generation around bridge foundations. The experimental study is performed in a rectangular open channel. A 3D numerical study based on fluid dynamics is also conducted. Results show that different pier group arrangements produce smaller scour holes than a single pier.

Keywords

local scour; hydraulic structure; piers; group of piles; SSIM

Hrčak ID:

246877

URI

https://hrcak.srce.hr/246877

Publication date:

19.10.2020.

Article data in other languages: croatian

Visits: 1.096 *