Abstract
The placement of a pier in flow causes a three-dimensional complex flow pattern around the pier, which leads to a scouring hole around the pier. In this research, modeling of scouring around piers was performed both experimentally and numerically. In the first section of this study, two different scenarios were used to simulate the scouring process. In the two numerical models, the effect of phase coupling and drag models on the scoured bed was investigated. One-way coupling with the sphere drag model was implemented in the first scenario and four-way coupling with a nonsphere drag model in the second one. According to the results, the first model was not satisfying, but the result of the second model was in good agreement with experimental results. The maximum depth of scour at the cross-section in numerical and experimental results was equal (6 percent error). In the second section of this research, in order to study the effect of a collar on the reduction of scouring, a simple cylinder without a collar and then with the presence of a collar at two different levels were performed. The result shows that as the collar goes up, both the maximum depth and the radius of the scour hole increases.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Disclaimer: All third-party content on this website/platform is and will remain the property of their respective owners and is provided on "as is" basis without any warranties, express or implied. Use of third-party content does not indicate any affiliation, sponsorship with or endorsement by them. Any references to third-party content is to identify the corresponding services and shall be considered fair use under The CopyrightLaw.