Abstract

Due to seawater intrusion, submarine sediments and slide masses routinely evolve into fluidized mudflows during long-distance migration and seriously endanger marine engineering facilities. However, few studies of the rheological properties of mudflows have considered the low-temperature seafloor environment and natural sediment properties. Hence, a series of rheology experiments of sediment samples from the northern South China Sea were performed. The apparent viscosity and shear stress of mudflows at 0.5°C were 36.3% higher than those at 22°C. In addition, at a given temperature, the apparent viscosity and shear stress of mudflows with a 90% water content are on average 24 times greater than those of mudflows with a 151.2% water content. The internal variation mechanism of mudflow rheological behaviors was well analyzed on the basis of Brownian motion and interparticle interactions. The Herschel-Bulkley model was employed to fit the test results, and equations of the yield stress and consistency factor were established by considering the temperature. Furthermore, the relationships between rheological parameters and water content conditions are thoroughly discussed. A rheological model that considers the temperature and water content is proposed, and the results provide scientific support for the assessment of mudflow migration ranges, sediment transport, and marine engineering design.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The work presented was supported by the National Natural Science Foundation of China (51639002, 51879036, and 51579032) and the National Key Research and Development Program of China (2018YFC0309203). Sample collection was supported by the 2016 South China Sea and Luzon Strait share voyage (Cruise No. NORC2015-05). The sampling cruise occurred onboard the vessel Dongfanghong 2 of the Ocean University of China. Their support is gratefully acknowledged.

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Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 146Issue 2March 2020

History

Received: Mar 7, 2019
Accepted: Jul 17, 2019
Published online: Dec 17, 2019
Published in print: Mar 1, 2020
Discussion open until: May 17, 2020

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Xing-sen Guo [email protected]
Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian, Liaoning 116024, PRC. Email: [email protected]
Ting-kai Nian, Ph.D. [email protected]
Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian, Liaoning 116024, PRC (corresponding author). Email: [email protected]
Zhong-tao Wang, Ph.D. [email protected]
Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian, Liaoning 116024, PRC. Email: [email protected]
Senior Engineer, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian, Liaoning 116024, PRC. Email: [email protected]
Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian, Liaoning 116024, PRC. ORCID: https://orcid.org/0000-0002-1654-9423. Email: [email protected]
Hou-bin Jiao [email protected]
Ph.D. Candidate, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, No. 2 Linggong Rd., Ganjingzi District, Dalian, Liaoning 116024, PRC. Email: [email protected]

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