Numerical Modeling of Local Scour Depth at Non-Uniform Piers
One of the most dangerous issues in river engineering is erosion brought on by the flow around bridge piers, which causes failure. As a result, simulating scouring is a crucial technique for assessing the likelihood of scour-related bridge failure. The scour depth surrounding hydraulic structures (n...
Saved in:
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Sciendo
2024-12-01
|
Series: | Civil and Environmental Engineering |
Subjects: | |
Online Access: | https://doi.org/10.2478/cee-2024-0052 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|