Analysis on Inner Flow Field and Hydrodynamic Force on Flexible Mining Pipeline Under Bending States

To investigate the internal flow characteristics of particles during hydraulic lifting in deep-sea mining risers, this study developed a three-dimensional curved riser multiphase flow model based on the Eulerian–Eulerian framework and the RNG k-ε turbulence model. The effects of particle distribution and pressure loss in the curved section, as well as the influence of curvature radius, were analyzed. Results indicate that particle distributions take concave circular or crescent-shaped patterns, becoming more uniform with larger curvature radii. Pressure on the extrados is consistently greater than on the intrados, with pressure loss increasing in the bend and peaking at the midpoint. A larger curvature radius leads to greater total pressure loss but lower frictional loss. Additionally, the bend experiences a restoring force toward the vertical position, which increases as the curvature radius decreases.

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Publication Details

Journal
Journal of Marine Science and Engineering
Published
2025-08-21
DOI
https://doi.org/10.3390/jmse13081599
Primary Topic
Geotechnical Engineering and Underground Structures
Type
article
Field-Weighted Citation Impact
0.00

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article

Analysis on Inner Flow Field and Hydrodynamic Force on Flexible Mining Pipeline Under Bending States

Leilei Dong, Gang Liu, Chuang LIU, Kun Li et al.
Journal of Marine Science and Engineering
Geotechnical Engineering and Underground Structures
article

Analysis on Inner Flow Field and Hydrodynamic Force on Flexible Mining Pipeline Under Bending States

Leilei Dong, Gang Liu, Chuang LIU, Kun Li, Yingying Wang, Lei Wang, Lin Wang, Wenhua Wang, Zong Chang Zhao, Haibo Sun
article en

Abstract

To investigate the internal flow characteristics of particles during hydraulic lifting in deep-sea mining risers, this study developed a three-dimensional curved riser multiphase flow model based on the Eulerian–Eulerian framework and the RNG k-ε turbulence model. The effects of particle distribution and pressure loss in the curved section, as well as the influence of curvature radius, were analyzed. Results indicate that particle distributions take concave circular or crescent-shaped patterns, becoming more uniform with larger curvature radii. Pressure on the extrados is consistently greater than on the intrados, with pressure loss increasing in the bend and peaking at the midpoint. A larger curvature radius leads to greater total pressure loss but lower frictional loss. Additionally, the bend experiences a restoring force toward the vertical position, which increases as the curvature radius decreases.

Journal of Marine Science and EngineeringVol. 13(8)
China Shipbuilding Industry Corporation (China) (CN), China University of Petroleum, Beijing (CN), Dalian University of Technology (CN)
National Science Foundation, National Natural Science Foundation of China, Natural Science Foundation of Liaoning Province, National Key Research and Development Program of China
Openalex Percentile: Top 77%
Geotechnical Engineering and Underground Structures
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