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Design of Full-Ocean-Depth Self-Floating Sampler and Analysis of Factors Affecting Core Penetration Depth

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Abstract

The hadal zone (ocean depths of 6–11 km) is one of the least-understood habitats on Earth because of its extreme conditions such as high pressure, darkness, and low temperature. With the development of deep-sea vehicles such as China’s 7000 m manned submersible Jiaolong, abyssal science has received greater attention. For decades, gravity-piston corers have been widely used to collect loose subsea-sediment long-core samples. However, the weight and length of the gravity sampler cables and the operating environment limit sampling capacity at full ocean depths. Therefore, a new self-floating sediment sampler with a spring-loaded auto-trigger release and that incorporates characteristics from traditional gravity-driven samplers is designed. This study analyzes the process by which a gravity-piston corer penetrates the sediment and the factors that affect it. A formula for obtaining the penetration depth is deduced. A method of optimizing the sampling depth is then developed based on structure design and parametric factor modeling. The parameters considered in the modeling include the sampling depth, balance weight, ultimate stress friction coefficient, dimensions of the sampler, and material properties. Thus, a new deep-sea floating parametric sampler designed based on virtual prototyping is proposed. Accurate values for all the design factors are derived from calculations based on the conservation of energy with penetration depth, analyses of the factors affecting the penetration depth, and analyses of the pressure bar stability. Finally, experimental data are used to verify the penetration-depth function and to provide theoretical guidance for the design of sediment samplers.

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Abbreviations

A :

Maximum cross-sectional area of the sampling tube

C :

Circumference of the sampling tube

C D :

Coefficient of friction between seawater and the sampler

D :

Maximum diameter of the sampling tube

E :

Elasticity modulus

E k :

Kinetic energy of the sampler

E P :

Potential energy of the sample

E t :

Sampler penetration energy

F :

Frictional force

F cr :

Critical buckling pressure

F s :

Resistance to penetration

F u :

End face resistance

g :

Acceleration due to gravity

i :

Inertial radius of the cross section

I :

Moment of inertia

L :

Penetration depth of the sampling tube

m :

Mass of the sampler

n1:

Safety coefficient of the sampling tube during penetration

v :

Final descent velocity of the sampler when it contacts the sediment

v 0 :

Initial descent velocity of the sampler

W :

Work done to overcome friction

X :

Free-sinking distance of the sampler

δ cr :

Critical stress

δ p :

Proportional limit

λ :

Flexibility

ρ c :

Density of the sampler

ρ w :

Density of the seawater

T :

Ultimate frictional coefficient of the sediment

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Acknowledgements

This research was jointly supported by the Stable Supporting Fund of Science and Technology on Underwater Vehicle Technology (No. JCKYS2019604SXJQR-06), the National Natural Science Foundation of China-Marine Science Research Center of Shandong Provincial Government Joint Funding Project (No. U1606401), the National Natural Science Foundation of China (No. 61603108), the Taishan Scholar Project Funding (No. tspd20161007), the National Key Research and Development Plan (Nos. 20 16YFC0300704, 2017YFC030660). We would like to give special thanks to the crew on Leg II of the 37th China Dayang Cruise along the southwestern area of the Mariana Trench. The diving area on this leg is on the southern slope of the Challenger Deep between 6300 and 8300 m deep. Valuable sediment data and samples were obtained during this voyage and the data provided were crucial to this work.

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Correspondence to Yanjun Liu or Jianhua Zhang.

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Ren, Y., Liu, Y., Ding, Z. et al. Design of Full-Ocean-Depth Self-Floating Sampler and Analysis of Factors Affecting Core Penetration Depth. J. Ocean Univ. China 19, 1094–1102 (2020). https://doi.org/10.1007/s11802-020-4276-9

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  • DOI: https://doi.org/10.1007/s11802-020-4276-9

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