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Effects of inclination of bridge piers on scouring depth
Date
2004-08-01
Author
Bozkuş, Zafer
YILDIZ, O
Metadata
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This work is licensed under a
Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International License
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For a safe design of a bridge pier footing, it is important to estimate the maximum depth of scour as accurately as possible. The aim of this experimental study is to investigate the effects of inclination of bridge piers on local scour depths around bridge piers. Single circular piers inclined toward the downstream direction were founded in a uniform bed material. Near threshold conditions were employed. The results of this study indicate that the local scour depth decreases as the inclination of the pier increases.
Subject Keywords
Bridge design
,
Bridges, piers
,
Footings
,
Scour
URI
https://hdl.handle.net/11511/46159
Journal
JOURNAL OF HYDRAULIC ENGINEERING-ASCE
DOI
https://doi.org/10.1061/asce)0733-9429(2004)130:8(827)
Collections
Department of Civil Engineering, Article