Optimizing Energy Efficiency in Deep-Sea Mining: A Study on Swirling Flow Transportation of Double-Size Mineral Particles

Xiaodong Chen, Yaoyao Chen, Xu Wu, Peilin Zhu and Lele Yang ()
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Xiaodong Chen: School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China
Yaoyao Chen: School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China
Xu Wu: School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China
Peilin Zhu: School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China
Lele Yang: School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510641, China

Energies, 2024, vol. 17, issue 17, 1-15

Abstract: Deep-sea minerals are regarded as the most economically viable and promising mineral resource. Vertical hydraulic lifting represents one of the most promising methods for deep-sea mining lifting systems. To mitigate the potential for clogging due to the aggregation of particles in vertical pipe transport during deep-sea mining operations, this paper employs numerical simulations utilizing the computational fluid dynamics and discrete element method (CFD-DEM) model to investigate the swirling flow transportation of mineral particles. The characteristics of the swirling flow field and the motion law of double-size particles at different swirling ratios are investigated. The findings demonstrate that, in comparison to axial transport within the pipeline, the particle movement observed in swirling flow transport exhibits an upward spiral trajectory. This phenomenon facilitates the orderly movement of particles, thereby enhancing the fluidization of particles within the pipeline. An increase in the swirling ratio (SR) has a considerable impact on the velocity within the pipe. The tangential velocity distribution undergoes a gradual transition from centrosymmetric to non-centrosymmetric as the distance from the inlet increases. An increase in the SR results in an enhanced aggregation of particles at the wall, accompanied by a notable rise in the local particle concentration. The value of SR = 0.3 represents a critical threshold. When SR exceeds this value, the distribution of particles in the cross-section reaches a relatively stable state, rendering it challenging to further alter the distribution and concentration of particles, even if the SR is augmented. Furthermore, the maximum local particle concentration in the vicinity of the wall tends to be stable. These results provide valuable insights into vertical pipe swirling flow transport for deep-sea mining.

Keywords: deep-sea mining; swirling flow; CFD-DEM; vertical hydraulic transport (search for similar items in EconPapers)
JEL-codes: Q Q0 Q4 Q40 Q41 Q42 Q43 Q47 Q48 Q49 (search for similar items in EconPapers)
Date: 2024
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