Ocean] Engineering Equipment

Simulated and Experimental Study of Seabed Sediments Sampling Parameters Based on the VOF Method

  • Shudong He ,
  • Youduo Peng ,
  • Yongping Jin ,
  • Jian Yan ,
  • Buyan Wan
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  • National-Local Joint Engineering Laboratory of Marine Resources Exploration Equipment and Safety Technology, Hunan University of Science and Technology, Xiangtan, 411201, China

收稿日期: 2020-12-18

  修回日期: 2022-02-26

  网络出版日期: 2022-06-30

基金资助

Supported by National Key R&D Program of China (Grant No. 2016YFC0300502), and the National Natural Science Foundation of China (Grant Nos. 51705145 and 517779092), Scientific Research Fund of Hunan Provincial Education Department (Grant No. 18B205) and Hunan Province Natural Science Foundation (Grant No. 2019 JJ50182)

Simulated and Experimental Study of Seabed Sediments Sampling Parameters Based on the VOF Method

  • Shudong He ,
  • Youduo Peng ,
  • Yongping Jin ,
  • Jian Yan ,
  • Buyan Wan
Expand
  • National-Local Joint Engineering Laboratory of Marine Resources Exploration Equipment and Safety Technology, Hunan University of Science and Technology, Xiangtan, 411201, China

Received date: 2020-12-18

  Revised date: 2022-02-26

  Online published: 2022-06-30

Supported by

Supported by National Key R&D Program of China (Grant No. 2016YFC0300502), and the National Natural Science Foundation of China (Grant Nos. 51705145 and 517779092), Scientific Research Fund of Hunan Provincial Education Department (Grant No. 18B205) and Hunan Province Natural Science Foundation (Grant No. 2019 JJ50182)

摘要

Sediments in the seabed hold vital clues to the study of marine geology, microbial communities and history of ocean life, and the remote operated vehicle (ROV) mounted tubular sampling is an important way to obtain sediments. However, sampling in the seabed is a particularly difficult and complicated task due to the difficulty accessing deep water layers. The sampling is affected by the sampler's structural parameters, operation parameters and the interaction between the sampling tube and sediments, which usually results in low volume and coring rate of sediments obtained. This paper simulated the soft viscous seabed sediments as non-Newtonian Herschel-Bulkley viscoplastic fluids and established a numerical model for the tubular sampling based on the volume of fluid (VOF) method. The influence rules of the sampling tube diameter, drainage area rate, penetration velocity, and sediments dynamic viscosity on coring rate and volume were studied. The results showed that coring volume was negatively correlated with all the parameters except the sampling tube diameter. Furthermore, coring rate decreased with increases in penetration velocity, drainage area rate, and sediments dynamic viscosity. The coring rate first increased and then decreased with increasing of the sampling tube diameter, and the peak value was also influenced by penetration velocity. Then, based on the numerical simulation results, an experimental sampling platform was set up and real-world sampling experiments were conducted. The simulation results tallied with the experimental results, with a maximum absolute error of only 4.6%, which verified that the numerical simulation model accurately reflected real-world sampling. The findings in this paper can provide a theoretical basis for facilitating the optimal design of the geometric structure of the seabed sediments samplers and the parameters in the sampling process.

本文引用格式

Shudong He , Youduo Peng , Yongping Jin , Jian Yan , Buyan Wan . Simulated and Experimental Study of Seabed Sediments Sampling Parameters Based on the VOF Method[J]. Chinese Journal of Mechanical Engineering, 2022 , 35(2) : 41 -41 . DOI: 10.1186/s10033-022-00715-2

Abstract

Sediments in the seabed hold vital clues to the study of marine geology, microbial communities and history of ocean life, and the remote operated vehicle (ROV) mounted tubular sampling is an important way to obtain sediments. However, sampling in the seabed is a particularly difficult and complicated task due to the difficulty accessing deep water layers. The sampling is affected by the sampler's structural parameters, operation parameters and the interaction between the sampling tube and sediments, which usually results in low volume and coring rate of sediments obtained. This paper simulated the soft viscous seabed sediments as non-Newtonian Herschel-Bulkley viscoplastic fluids and established a numerical model for the tubular sampling based on the volume of fluid (VOF) method. The influence rules of the sampling tube diameter, drainage area rate, penetration velocity, and sediments dynamic viscosity on coring rate and volume were studied. The results showed that coring volume was negatively correlated with all the parameters except the sampling tube diameter. Furthermore, coring rate decreased with increases in penetration velocity, drainage area rate, and sediments dynamic viscosity. The coring rate first increased and then decreased with increasing of the sampling tube diameter, and the peak value was also influenced by penetration velocity. Then, based on the numerical simulation results, an experimental sampling platform was set up and real-world sampling experiments were conducted. The simulation results tallied with the experimental results, with a maximum absolute error of only 4.6%, which verified that the numerical simulation model accurately reflected real-world sampling. The findings in this paper can provide a theoretical basis for facilitating the optimal design of the geometric structure of the seabed sediments samplers and the parameters in the sampling process.

参考文献

[1] R Sharma. Deep-sea mining: Economic, technical, technological, and environmental considerations for sustainable development. Marine Technology Society Journal, 2011, 45(5): 28-41.
[2] J S Chung. Deep-ocean mining issues and ocean mining working group (OMWG), Third ISOPE Ocean Mining Symposium. OnePetro, 1999.
[3] A O M Mogg, K M Attard, H Stahl, et al. The influence of coring method on the preservation of sedimentary and biogeochemical features when sampling soft‐bottom, shallow coastal environments. Limnology and Oceanography: Methods, 2017, 15(11): 905-915.
[4] E Ramirez-Llodra, A Brandt, R Danovaro, et al. Deep, diverse and definitely different: unique attributes of the world's largest ecosystem. Biogeosciences, 2010, 7: 2851-2899.
[5] Y Dueck, A Lorke, C Jokiel, et al. Laboratory and field investigations on freeze and gravity core sampling and assessment of coring disturbances with implications on gas bubble characterization. Limnolgy and Oceanography Methods, 2019, 17(11): 585-606.
[6] D Rongve, H E Arne. Shortening of surface sediment cores during sampling. Hydrobiologia, 1979, 65(3): 283-287.
[7] P Jensen. Meiofauna abundance and vertical zonationin a sublittoral soft bottom, with a test of the haps corer. Marine Biology, 1983, 74(3): 319-326.
[8] E Leonard, An assessment of sediment loss and distortion at the top of short gravity cores. Sedimentary Geology, 1990, 66(1-2): 57-63.
[9] K O Emery, R S Dietz. Gravity coring instrument and mechanics of sediment coring. Bulletin of the Geological Society of America, 1941, 52(10): 1685-1714.
[10] J P Carter, M F Randolph, C P Wroth. Stress and pore pressure changes in clay during and after expansion of a cylindrical cavity. International Journal for Numerical and Analytical Methods in Geomechanics, 1979, 3(4): 305-322.
[11] B Ladanyi, A Foriero. A numerical solution of cavity expansion problem in sand based directly on experimental stress-strain curves. Canadian Geotechnical Journal, 1998, 35(4): 541-559.
[12] T Matsumoto, M Takei. Effects of soil plug on behaviour of driven pipe piles. Soils and Foundations, 1991, 31(2): 14-34.
[13] L C Skinner, I N McCave. Analysis and modeling of gravity and piston coring based on soil mechanics. Marine Geology, 2003, 199(1): 181-204.
[14] T Shogaki. Mechanism of sample disturbance caused by tube penetration: Model tests on Toyoura sand. Soils and Foundations, 2017, 57(4): 527-542.
[15] M B Chopra, G F Dargush. Finite-element analysis of time-dependent large-deformation problems. International Journal for Numerical and Analytical Methods in Geomechanics, 1992, 16(2): 101-130.
[16] S Henke and J Grabe. Numerical investigation of soil plugging inside open-ended piles with respect to the installation method. Acta Geotechnica, 2008, 3(3): 215-223.
[17] M F Randolph, E C Leong, G T Houlsby. One-dimensional analysis of soil plugs in pipe piles. Geotechnique, 1991, 41(4): 587-598.
[18] W Zhou, H Qin, C Ying. Finite element analysis of sediment sampling disturbance in the seabed. Marine science, 2009, 33: 12. (in Chinese)
[19] H Qin, Z Cai, H Hu, et al. Numerical analysis of gravity coring using coupled Eulerian-Lagrangian method and a new corer. Marine Georesources & Geotechnology, 2016, 34(5): 403-408.
[20] Y Guo, X Yu. Soil plugging mechanism on large diameter pipe piles: Insight from discrete element simulations. IFCEE 2015, 2015: 1075-1086.
[21] S B Wegener, D Kalumba. Discrete element analysis of granular soil recovery in a vibrocore. 1st Southern African Geotechnical Conference. 2016: 169-175.
[22] J Chen, Y Huang, Y Lin, et al. A Novel Sediment Pressure Sampling Device Carried by a Hadal-Rated Lander. Journal of Marine Science and Engineering, 2020, 8(11): 839.
[23] Y Ren, Y Liu, Z Ding, et al. Design of full-ocean-depth self-floating sampler and analysis of factors affecting core penetration depth. Journal of Ocean University of China, 2020, 19(5): 1094-1102.
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