Technical Notes
Jan 25, 2022

Fluctuating Frequency of Live Bed Scour Depth around Submerged Weirs at Equilibrium Stages

Publication: Journal of Hydraulic Engineering
Volume 148, Issue 4

Abstract

Previous studies have primarily focused on the estimation of equilibrium scour depths around weirs, while overlooking the details of the temporal evolution of the live bed scour process of submerged weirs at the equilibrium stage. This study aims to investigate the relationships between fluctuating frequencies of the approaching bedforms and live bed scour depths around submerged weirs. The average fluctuating frequencies of approaching bedforms, upstream scour depth, and downstream scour depth are quantified from measured topographic time-series data. The frequency of upstream scour depth variations is found to be almost the same as that of bedforms, while the fluctuating frequencies of the scour depth variations downstream of the weir are found to be 0.38–0.68 times the approaching bedform frequencies in the scour equilibrium stage. New empirical equations are proposed to predict the fluctuating frequencies of live bed scour depth variations in the scour equilibrium stage.

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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

This research was supported by the National Key R&D Program of China (2019YFC1510701) and the Natural Science Foundation of China (52122109 and 51909177).

References

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Information & Authors

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 148Issue 4April 2022

History

Received: May 7, 2021
Accepted: Dec 7, 2021
Published online: Jan 25, 2022
Published in print: Apr 1, 2022
Discussion open until: Jun 25, 2022

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Authors

Affiliations

Dawei Guan, M.ASCE [email protected]
Professor, Key Laboratory of Ministry of Education for Coastal Disaster and Protection, Hohai Univ., Nanjing 210024, China. Email: [email protected]
Associate Professor, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China (corresponding author). ORCID: https://orcid.org/0000-0003-3144-9989. Email: [email protected]
Postgraduate Student, State Key Laboratory of Hydraulics and Mountain River Engineering, Sichuan Univ., Chengdu, Sichuan 610065, China. Email: [email protected]
Bruce W. Melville, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland, Private Bag 92019, 1142, New Zealand. Email: [email protected]

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Cited by

  • Scour at River-Crossing Cylindrical Structures in Degrading Channels, Journal of Hydraulic Engineering, 10.1061/JHEND8.HYENG-13389, 149, 3, (2023).
  • Massive Riverbed Erosion Induced by Inappropriate Grade Control: A Case Study in a Large-scale Compound Channel, Journal of Hydrology, 10.1016/j.jhydrol.2022.128313, 612, (128313), (2022).
  • Temporal evolution of scour at bridge abutments in compound channels, International Journal of Sediment Research, 10.1016/j.ijsrc.2022.03.004, 37, 5, (662-674), (2022).

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