Effects of inclination of bridge piers on scouring depth

Date

2004-08-01

Author

Bozkuş, Zafer

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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

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Citation Formats

Z. Bozkuş, “Effects of inclination of bridge piers on scouring depth,” JOURNAL OF HYDRAULIC ENGINEERING-ASCE, pp. 827–832, 2004, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/46159.