Hydrodynamic Modeling and Comprehensive Assessment of Pier Scour Depth and Rate Induced by Wood Debris Accumulation

This study mainly investigates the impact of debris accumulation on scour depth and scour hole characteristics around bridge piers. Through controlled experiments with uniform sand bed material, the influence of various debris shapes (high wedge, low wedge, triangle yield, rectangular, triangle bow,...

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Bibliographic Details

Published in:	Hydrology
Main Authors:	Muhanad Al-Jubouri, Richard P. Ray
Format:	Article
Language:	English
Published:	MDPI AG 2024-04-01
Subjects:	debris pier scour downstream extension length deposition height effective pier width
Online Access:	https://www.mdpi.com/2306-5338/11/4/52