Al-Jubouri, Muhanad and Ray, Richard P. (2024) Enhancing pier local scour prediction in the presence of floating debris. POLLACK PERIODICA : AN INTERNATIONAL JOURNAL FOR ENGINEERING AND INFORMATION SCIENCES, 19 (2). pp. 102-109. ISSN 1788-1994 (print); 1788-3911 (online)
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Abstract
Local scour poses a grave threat to bridge foundations, potentially causing catastrophic collapses. This study uses FLOW-3D with the Reynolds-Averaged Navier-Stokes model to analyze pier scour and dune formation under bridges. It focuses on submerged debris shapes near the water's surface. Results closely match experiments when specific conditions are met. The study introduces an innovative approach to debris impact assessment. Instead of traditional methods, it proposes a novel equation accounting for debris's effective area and elevation. This enhances reliability by over 20%, improving scour depth assessment in debris-laden scenarios. This advances the understanding of debris's role in local scour, benefiting bridge design and management practices.
Item Type: | Article |
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Uncontrolled Keywords: | local scouring; non-cohesive; clearwater; dune formation; debris |
Subjects: | T Technology / alkalmazott, műszaki tudományok > TA Engineering (General). Civil engineering (General) / általános mérnöki tudományok |
Depositing User: | Emese Kató |
Date Deposited: | 08 Aug 2024 13:04 |
Last Modified: | 08 Aug 2024 13:04 |
URI: | https://real.mtak.hu/id/eprint/202135 |
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