Abstract

This technical note reassesses the prevailing understanding of lateral-contraction scour at bridge waterways. Herein, lateral contraction (or simply contraction) implies a reduction of flow width. Nonuniform flow to and along a channel contraction, the formation of a vena contracta within a contraction’s entrance, and complexities in alluvial bed dynamics to and along a contraction serve to complicate estimation of contraction scour depth. The reassessment uses data from flume experiments and explains that the aforementioned complexities invalidate the commonly assumed concept of long-contraction scour. These considerations cause trends in the depth of contraction scour, especially live-bed scour, to deviate from the trends suggested by common guidelines. Consequently, this note suggests adjustments to the standard equations, but it also suggests flow in alluvial, open-channel contractions requires further investigation. Also, this note briefly discusses the practical implications of the reassessment.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The flume experiment portion of this study was done as part of NCHRP Project 24-47, Reanalysis of Clear-Water and Live-Bed Contraction Scour. The lead Ayres engineer for the project was Dr. Pete Lagasse of Ayres Associates, to whom the authors extend their thanks.

References

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 148Issue 12December 2022

History

Received: Jul 13, 2021
Accepted: Aug 4, 2022
Published online: Sep 26, 2022
Published in print: Dec 1, 2022
Discussion open until: Feb 26, 2023

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Alireza Nowroozpour, M.ASCE [email protected]
Senior Hydraulic Engineer, WEST Consultants, 8951 Cypress Waters Blvd., Dallas, TX 75091. Email: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80523 (corresponding author). ORCID: https://orcid.org/0000-0002-3956-1695. Email: [email protected]
Alireza Fakhri [email protected]
Water Resources Engineer, LJA Engineering, Fort Worth, TX 80523. Email: [email protected]

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