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Article

Sediment Transport Beneath a Simulated Partial Ice Cover: Effects of Asymmetric Border Ice

Department of Civil Engineering, Price Faculty of Engineering, University of Manitoba, 15 Gilon Street, Winnipeg, MB R3T 5V6, Canada
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Author to whom correspondence should be addressed.
Water 2023, 15(23), 4153; https://doi.org/10.3390/w15234153
Submission received: 18 October 2023 / Revised: 20 November 2023 / Accepted: 25 November 2023 / Published: 30 November 2023
(This article belongs to the Special Issue Advances in River Ice Science and Its Environmental Implications)

Abstract

With the onset of winter in cold regions, border ice begins to form, impacting sediment transport rate and distribution. Understanding the effect of ice cover is crucial in regions with prolonged sub-freezing temperatures, as water bodies remain frozen for a considerable part of the year. While the existing literature includes many studies on sediment transport in open channel flow and several studies on completely ice-covered flow, there is limited research on sediment transport in partially ice-covered channels. Addressing this gap, the current study conducted laboratory experiments in a rectangular flume at the Hydraulics Research and Testing Facility, University of Manitoba, Canada. The investigation focused on examining the influence of asymmetric border ice, varying coverage ratios in asymmetric partially ice-covered flow, and changing flow strengths on bedload transport rate and distribution. Additionally, a comparison was made with symmetric partially ice-covered flow conditions. The findings indicate that the presence of asymmetric border ice indeed affected the bedload transport distribution within the channel, causing non-uniform bedload transport distribution across the channel width, with peak values concentrated in the center of the open flow section. Increased asymmetry in border ice leads to greater asymmetry in bedload transport rate distribution. Despite these pronounced differences in bedload transport rate across the channel width, the cross-section-averaged bedload transport rate could still be estimated utilizing the conventional equations, used for open channel flow, fully ice-covered flow, and symmetric partially ice-covered flow, with the effect of ice cover accounted for by incorporating an additional boundary in the calculation of the wetted perimeter, leading to adjustments in the flow strength.
Keywords: sediment transport; bedload; ice-covered channel; asymmetric border ice sediment transport; bedload; ice-covered channel; asymmetric border ice

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MDPI and ACS Style

Rouzegar, M.; Clark, S.P. Sediment Transport Beneath a Simulated Partial Ice Cover: Effects of Asymmetric Border Ice. Water 2023, 15, 4153. https://doi.org/10.3390/w15234153

AMA Style

Rouzegar M, Clark SP. Sediment Transport Beneath a Simulated Partial Ice Cover: Effects of Asymmetric Border Ice. Water. 2023; 15(23):4153. https://doi.org/10.3390/w15234153

Chicago/Turabian Style

Rouzegar, Mina, and Shawn P. Clark. 2023. "Sediment Transport Beneath a Simulated Partial Ice Cover: Effects of Asymmetric Border Ice" Water 15, no. 23: 4153. https://doi.org/10.3390/w15234153

APA Style

Rouzegar, M., & Clark, S. P. (2023). Sediment Transport Beneath a Simulated Partial Ice Cover: Effects of Asymmetric Border Ice. Water, 15(23), 4153. https://doi.org/10.3390/w15234153

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