Abstract
Local scouring of bridge piers is one of the main causes of structural damage and even water damage. In this study, an experimental study on scour model of Wujiagang bridge pier is carried out, the results show that the scope and depth of the pier scouring pit are closely related to the flow and water depth at the pier location, the maximum scouring depth and the scope of the scouring pit increase with the increase of unit-width discharge.
Talk to us
Join us for a 30 min session where you can share your feedback and ask us any queries you have
Schedule a callMore From: IOP Conference Series: Earth and Environmental Science
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.
