Experimental Investigation on the Mechanism of Longshore Sediment Transport Using a Circular Wave Basin
Abstract
:1. Introduction
2. Experiment Model Set-Up and Wave Conditions
3. Results and Discussions
3.1. Wave Characteristics
3.2. Topographical Changes before Equilibrium
3.3. Topographical Changes after Equilibrium
3.4. Dynamic Characteristics of Sand Displacement before Equilibrium
3.5. Dynamic Characteristics of Sand Displacement after Equilibrium
4. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Acknowledgments
Conflicts of Interest
References
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Case | 1 | 1a | 2 | 2a | 3 | 3a | 4 | 4a |
---|---|---|---|---|---|---|---|---|
Initial Terrain | 1: 7 Uniform Slope | Final terrain of Case 1 | 1: 7 Uniform Slope | Final terrain of Case 2 | 1: 7 Uniform Slope | Final terrain of Case 3 | 1: 7 Uniform Slope | Final terrain of Case 4 |
Period | 2.50 s | 2.22 s | 2.0 s | 1.82 s | ||||
Water depth | 18 cm |
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Islam, M.S.; Akita, N.; Nakamura, T.; Cho, Y.-H.; Mizutani, N. Experimental Investigation on the Mechanism of Longshore Sediment Transport Using a Circular Wave Basin. J. Mar. Sci. Eng. 2022, 10, 1189. https://doi.org/10.3390/jmse10091189
Islam MS, Akita N, Nakamura T, Cho Y-H, Mizutani N. Experimental Investigation on the Mechanism of Longshore Sediment Transport Using a Circular Wave Basin. Journal of Marine Science and Engineering. 2022; 10(9):1189. https://doi.org/10.3390/jmse10091189
Chicago/Turabian StyleIslam, Mohammad Shaiful, Naoki Akita, Tomoaki Nakamura, Yong-Hwan Cho, and Norimi Mizutani. 2022. "Experimental Investigation on the Mechanism of Longshore Sediment Transport Using a Circular Wave Basin" Journal of Marine Science and Engineering 10, no. 9: 1189. https://doi.org/10.3390/jmse10091189