Experimental investigation of clam water impact on flatted-bottom seafloor mining tool

Xiao-zhou Hu , Shao-jun Liu

Journal of Central South University ›› 2014, Vol. 21 ›› Issue (2) : 533 -539.

PDF
Journal of Central South University ›› 2014, Vol. 21 ›› Issue (2) : 533 -539. DOI: 10.1007/s11771-014-1971-y
Article

Experimental investigation of clam water impact on flatted-bottom seafloor mining tool

Author information +
History +
PDF

Abstract

A test rig for constant velocity water entry experiments was developed that drives a flatted-bottom section attached on six degree of freedom(6-DOF) platform to enter the water vertically at near constant velocity. The experiment system, which consists of drive and actuation system, water pool, model test sections, load cell, and control system, was presented. Water entry forces of different velocities were measured during impact process, and for each test case, three runs were performed with the same motion program to check the repeatability of the force readings. The experiment results are compared with two-dimensional (2D) CFD simulation methods for flatted-bottom rigid bodies with constant entry velocity. Experimental results indicate that the impact forces mainly depend on water entry velocities. It is concluded that the feasibility and accuracy of simulation methods has been validated.

Keywords

water entry / water impact / constant velocity / deployment

Cite this article

Download citation ▾
Xiao-zhou Hu, Shao-jun Liu. Experimental investigation of clam water impact on flatted-bottom seafloor mining tool. Journal of Central South University, 2014, 21(2): 533-539 DOI:10.1007/s11771-014-1971-y

登录浏览全文

4963

注册一个新账户 忘记密码

References

[1]

von KarmanT. The impact of seaplane floats during landing [R]. North Carolina, USA: National Advisory Committee for Aeronautics, TN 321, 19291-8

[2]

WagnerH. Trans phenomena associated with impacts and sliding on liquid surfaces [J]. Math Mechanics, 1932, 12(4): 193-215

[3]

KorobkinA A, KhabakhpashevaT I, WuG X. Coupled hydrodynamic and structural analysis of compressible jet impact onto elastic panels [J]. Journal of Fluids and Structures, 2008, 24(7): 1021-1041

[4]

ErmanyukE V, OhkusuM. Impact of a disk on shallow water [J]. Journal of Fluids and Structures, 2005, 20(3): 345-357

[5]

OliverJ M. Second-order Wagner theory for two-dimensional water-entry problems at small dead-rise angles [J]. Journal of Fluid Mechanics, 2007, 572: 59-85

[6]

SunHui. A boundary element method applied to strongly nonlinear wave-body interaction problems [D]. Trondheim: Norwegian University of Science and Technology, 200715-27

[7]

SunH, FaltinsenO M. Water impact of horizontal circular cylinders and cylindrical shells [J]. Applied Ocean Research, 2006, 28(5): 299-311

[8]

FaltinsenO M. Water entry of a wedge with finite dead-rise angle [J]. Journal of Ship Research, 2002, 46(1): 39-51

[9]

FaltinsenO M, SemenovY A. Nonlinear problem of flat-plate entry into an incompressible liquid [J]. Journal of Fluid Mechanics, 2008, 661: 151-173

[10]

GrecoM, ColicchioG, FaltinsenO M. Bottom slamming for a very large floating structure: Uncoupled global and slamming analyses [J]. Journal of Fluids and Structures, 2009, 25(2): 406-419

[11]

HuX-z, LiuS-jun. Numerical simulation of water entry of seafloor mining tool with free fall motion [J]. International Journal of Fluid Mechanics Research, 2011, 38(3): 193-214

[12]

HuX-z, LiuS-jun. Numerical simulation of calm water entry of flatted-bottom seafloor mining tool [J]. Journal of Central South University of Technology, 2011, 18(3): 658-665

[13]

ChuangS L. Experiments on flat-bottom slamming [J]. Journal of Ship Research, 1966, 10: 10-17

[14]

EngleA, LewisR. Comparison of hydrodynamic impacts prediction methods with two dimensional drop test data [J]. Marine Structures, 2003, 16(2): 175-182

[15]

RenB, WangY-xue. Laboratory study of random wave slamming on a piled wharf with different shore connecting structures [J]. Coastal Engineering, 2005, 52(5): 463-471

[16]

YettouE M, DesrochersA, ChampouxY. A new analytical model for pressure estimation of symmetrical water impact of a rigid wedge at variable velocities [J]. Journal of Fluids and Structures, 2007, 23(3): 501-522

[17]

DavisM R, WhelanJ R. Computation of wet deck bow slam loads for catamaran arched cross sections [J]. Ocean Engineering, 2007, 34(17/18): 2265-2276

[18]

BackerG D, VantorreM, BeelsC, PreJ D, VictorS, RouckJ D, BlommaertC, PaepegemW V. Experimental investigation of water impact on axisymmetric bodies [J]. Applied Ocean Research, 2009, 31(3): 143-156

[19]

AnghileriM, Luigi-mariaL, Castelletti, FrancesconiE, MilaneseA, PittofratiM. Rigid body water impact experimental tests and numerical simulations using the SPH method [J]. International Journal of Impact Engineering, 2011, 38(4): 141-151

[20]

TassinA, JacquesN, AlaouiA E M, NemeA, LebieB. Hydrodynamic loads during water impact of three-dimensional solids: Modeling and experiments [J]. Journal of Fluids and Structures, 2012, 28(1): 211-231

AI Summary AI Mindmap
PDF

79

Accesses

0

Citation

Detail

Sections
Recommended

AI思维导图

/