CLC number: U661.7
On-line Access: 2024-08-27
Received: 2023-10-17
Revision Accepted: 2024-05-08
Crosschecked: 2018-08-16
Cited: 0
Clicked: 5223
Ge Liu, Yan Lin, Guan Guan, Yan-yun Yu. Numerical research on the anti-sloshing effect of a ring baffle in an independent type C LNG tank[J]. Journal of Zhejiang University Science A, 2018, 19(10): 758-773.
@article{title="Numerical research on the anti-sloshing effect of a ring baffle in an independent type C LNG tank",
author="Ge Liu, Yan Lin, Guan Guan, Yan-yun Yu",
journal="Journal of Zhejiang University Science A",
volume="19",
number="10",
pages="758-773",
year="2018",
publisher="Zhejiang University Press & Springer",
doi="10.1631/jzus.A1700268"
}
%0 Journal Article
%T Numerical research on the anti-sloshing effect of a ring baffle in an independent type C LNG tank
%A Ge Liu
%A Yan Lin
%A Guan Guan
%A Yan-yun Yu
%J Journal of Zhejiang University SCIENCE A
%V 19
%N 10
%P 758-773
%@ 1673-565X
%D 2018
%I Zhejiang University Press & Springer
%DOI 10.1631/jzus.A1700268
TY - JOUR
T1 - Numerical research on the anti-sloshing effect of a ring baffle in an independent type C LNG tank
A1 - Ge Liu
A1 - Yan Lin
A1 - Guan Guan
A1 - Yan-yun Yu
J0 - Journal of Zhejiang University Science A
VL - 19
IS - 10
SP - 758
EP - 773
%@ 1673-565X
Y1 - 2018
PB - Zhejiang University Press & Springer
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DOI - 10.1631/jzus.A1700268
Abstract: Liquid sloshing can be suppressed by the installation of baffles. The influence of a ring baffle on sloshing reduction is investigated based on an analysis of parameter sensitivity through computational fluid dynamics (CFD) simulation. Firstly, a series of liquid sloshing experiments with a liquefied natural gas (LNG) independent type C model tank is designed to validate the numerical method. Four definition parameters of the ring baffle, the height (H), the position installation (P), the inclined angle (θ), and the thickness (t), are selected as effective factors, and the efficiency of sloshing reduction is used as the comparison criterion. Research cases of parameter sensitivity are designed by orthogonal tests and computed by a validated numerical method. It is found that the thickness has little effect but the other parameters, especially the height, have significant influence in suppressing sloshing. The directions of improvement of the significant actors are analyzed. The effective height of the ring baffle is discussed numerically with different excitation angles. It is demonstrated that increasing the height of the ring baffle will not bring further improvement in efficiency of sloshing reduction after it exceeds 20% of the tank diameter.
In this manuscript, the authors presented their numerical and experimental findings of antisloshing effect of ring baffle in LNG tank at different conditions in cylindrical vessel subjected to pitch excitation. They have studied the effectiveness of ring type baffle in terms of position, height and orientation of the baffle by monitoring the slosh induced pressure as quantitative measure. The snapshots of liquid free-surface were compared against their experimental findings.
[1]Akyıldız H, Erdem Ünal N, Aksoy H, 2013. An experimental investigation of the effects of the ring baffles on liquid sloshing in a rigid cylindrical tank. Ocean Engineering, 59:190-197.
[2]Bouscasse B, Antuono M, Colagrossi A, et al., 2013. Numerical and experimental investigation of nonlinear shallow water sloshing. International Journal of Nonlinear Sciences and Numerical Simulation, 14(2):123-138.
[3]Celebi MS, Akyildiz H, 2002. Nonlinear modeling of liquid sloshing in a moving rectangular tank. Ocean Engineering, 29(12):1527-1553.
[4]Cho IH, Kim MH, 2016. Effect of dual vertical porous baffles on sloshing reduction in a swaying rectangular tank. Ocean Engineering, 126:364-373.
[5]Delorme L, Colagrossi A, Souto-Iglesias A, et al., 2009. A set of canonical problems in sloshing, Part I: pressure field in forced roll-comparison between experimental results and SPH. Ocean Engineering, 36(2):168-178.
[6]Faltinsen OM, Timokha AN, 2009. Sloshing. Cambridge University Press, Cambridge, UK.
[7]Jiang MR, Ren B, Wang GY, et al., 2014. Laboratory investigation of the hydroelastic effect on liquid sloshing in rectangular tanks. Journal of Hydrodynamics, Ser. B, 26(5):751-761.
[8]Kang N, Liu K, 2010. Influence of baffle position on liquid sloshing during braking and turning of a tank truck. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 11(5):317-324.
[9]Kim HS, Lee YS, 2008. Optimization design technique for reduction of sloshing by evolutionary methods. Journal of Mechanical Science and Technology, 22(1):25-33.
[10]Liu G, Lin Y, Guan G, et al., 2017. Experimental study of sloshing pattern on LNG independent C type tank. Journal of Dalian University of Technology, 57(5):467-475 (in Chinese).
[11]Lloyd N, Vaiciurgis E, Langrish TAG, 2002. The effect of baffle design on longitudinal liquid movement in road tankers: an experimental investigation. Process Safety and Environmental Protection, 80(4):181-185.
[12]Lu Y, Hu AK, Liu YC, et al., 2016. A meshless method based on moving least squares for the simulation of free surface flows. Journal of Zhejiang University-SCIENCE A (Applied Physics & Engineering), 17(2):130-143.
[13]Panigrahy PK, Saha UK, Maity D, 2009. Experimental studies on sloshing behavior due to horizontal movement of liquids in baffled tanks. Ocean Engineering, 36(3-4):213-222.
[14]Sanapala VS, Velusamy K, Patnaik BSV, 2016. CFD simulations on the dynamics of liquid sloshing and its control in a storage tank for spent fuel applications. Annals of Nuclear Energy, 94:494-509.
[15]SETC (State Economic and Trade Commission), 2002. Formed Heads for Steel Pressure Vessels, JB/T 4746-2002. National Standard of the People’s Republic of China (in Chinese).
[16]Souto-Iglesias A, Botia-Vera E, Martín A, et al., 2011. A set of canonical problems in sloshing. Part 0: experimental setup and data processing. Ocean Engineering, 38(16):1823-1830.
[17]Wang DY, Jin XD, Li LY, 1998. On model experiment of sloshing in tanks. Journal of Shanghai Jiaotong University, 32(11):114-117 (in Chinese).
[18]Wei ZJ, Faltinsen OM, Lugni C, et al., 2015. Sloshing-induced slamming in screen-equipped rectangular tanks in shallow-water conditions. Physics of Fluids, 27(3):032104.
[19]Wemmenhove R, Loots E, Luppes R, et al., 2005. Modeling two-phase flow with offshore applications. International Conference on Offshore Mechanics and Arctic Engineering, p.993-1001.
[20]Xue MA, Lin PZ, Zheng JH, et al., 2013. Effects of perforated baffle on reducing sloshing in rectangular tank: experimental and numerical study. China Ocean Engineering, 27(5):615-628.
[21]Yu YM, Ma N, Fan SM, et al., 2017. Experimental and numerical studies on sloshing in a membrane-type LNG tank with two floating plates. Ocean Engineering, 129: 217-227.
[22]Zhang JW, Wu WQ, Hu JQ, 2016. A numerical study of the effects of the longitudinal baffle on nickel ore slurry sloshing in a prismatic cargo hold. Marine Structures, 46:149-166.
[23]Zhao YC, Chen HC, 2015. Numerical simulation of 3D sloshing flow in partially filled LNG tank using a coupled level-set and volume-of-fluid method. Ocean Engineering, 104:10-30.
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