Abstract

Although local scour around submarine pipelines has been extensively studied in the last few decades, understanding of the mechanism of local scour around pipelines is still in its infancy stage due to the complex nature of flow–pipeline–seabed interactions, especially when the pipeline is subjected to vibrations. This experimental study aims to obtain an improved perception of the scour mechanism around a pipeline subjected to vortex-induced vibrations. The experiments were conducted in a flow recirculation flume in clear-water scour conditions in which a circular cylinder with diameter (D) of 35 mm was used as the pipeline model. The initial gap (G0) between the underside of the pipeline and undisturbed flat-bed level was 0.45D. The time evolution of the pipeline motion and scour profile around the pipeline was measured using a high-speed camera and laser sources. The flow fields around the vibrating pipeline were obtained using the particle image velocimetry (PIV) technique and phase-average analysis. Based on the characteristics of the development of the scour hole and pipeline motions, three scour stages are identified. The downward motion of the vibrating pipeline and interactions between the counterclockwise vortex (downstream of the pipeline) that sheds from the lower shear layer of the pipeline and sediment bed are found to be the primary mechanisms that cause the formation of the scour holes beneath the pipeline. The interactive coupling effects among the vibrating pipeline, flow field, and scour process also are discussed in this study.

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Data Availability Statement

Some or all data, models, or code generated or used during the study are available from the corresponding author by request (raw experimental video data).
Some or all data, models, or code generated or used during the study are proprietary or confidential in nature and may only be provided with restrictions (PIV algorithm code). To request the PIV algorithm code of this article, directly application may be made to AXESEA Information Technology Co., Ltd.

Acknowledgments

The authors gratefully acknowledge the financial support provided by Singapore Maritime Institute (SMI) and EMAS AMC, under the SMI Deepwater Technology R&D Programme (Research Grant No. SMI-2014-OF-12). The first author also acknowledges support provided by the Young Scientists Fund of the National Natural Science Foundation of China (51709082) and the Fundamental Research Funds for the Central Universities (2018B13014).

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 1January 2020

History

Received: Oct 18, 2018
Accepted: May 29, 2019
Published online: Nov 12, 2019
Published in print: Jan 1, 2020
Discussion open until: Apr 12, 2020

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Associate Professor, College of Harbour, Coastal, and Offshore Engineering, Hohai Univ., Nanjing 210098, China; Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798. ORCID: https://orcid.org/0000-0003-2985-5566. Email: [email protected]
Shih-Chun Hsieh [email protected]
Research Fellow, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798; Chief Engineer, AXESEA Information Technology Co., Ltd., 129A Sichuan Rd., Xitun, Taichung 40745, Taiwan. Email: [email protected]
Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore 639798 (corresponding author). ORCID: https://orcid.org/0000-0002-9577-146X. Email: [email protected]
Ying Min Low [email protected]
Associate Professor, Centre for Offshore Research and Engineering, Dept. of Civil and Environmental Engineering, National Univ. of Singapore, Singapore 117576. Email: [email protected]
Maoxing Wei [email protected]
Postdoctoral Fellow, Ocean College, Zhejiang Univ., Zhoushan 316021, China. Email: [email protected]

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