Research Papers: Fundamental Issues and Canonical Flows

Investigation of Wave Characteristics in Oscillatory Motion of Partially Filled Rectangular Tanks

[+] Author and Article Information
M. Ozbulut

Engineering Faculty,
Piri Reis University,
Istanbul 34940, Turkey
e-mail: mozbulut@pirireis.edu.tr

N. Tofighi

Department of Mechanical Engineering,
University of Victoria,
Victoria, BC V8P 5C2, Canada
e-mail: ntofighi@uvic.ca

O. Goren

Faculty of Naval Architecture and
Ocean Engineering,
Istanbul Technical University,
Istanbul 34469, Turkey
e-mail: ogoren@itu.edu.tr

M. Yildiz

Integrated Manufacturing Technologies Research
and Application Center,
Sabanci University,
Tuzla 34956, Istanbul, Turkey;
Composite Technologies Center of Excellence,
Sabanci University-Kordsa,
Istanbul Technology Development Zone,
Sanayi Mah. Teknopark Blvd. No: 1/1B,
Pendik 34906, Istanbul, Turkey;
Faculty of Engineering and Natural Sciences,
Sabanci University,
Tuzla 34956, Istanbul, Turkey
e-mail: meyildiz@sabanciuniv.edu

1Corresponding author.

Contributed by the Fluids Engineering Division of ASME for publication in the JOURNAL OF FLUIDS ENGINEERING. Manuscript received November 23, 2016; final manuscript received October 15, 2017; published online December 4, 2017. Assoc. Editor: Samuel Paolucci.

J. Fluids Eng 140(4), 041204 (Dec 04, 2017) (11 pages) Paper No: FE-16-1765; doi: 10.1115/1.4038242 History: Received November 23, 2016; Revised October 15, 2017

Simulations of oscillatory motion in partially filled rectangular tanks with different tank geometries, fullness ratios, and motion frequencies are presented. Smoothed particle hydrodynamics (SPH) method is used to discretize the governing equations together with new velocity variance-based free surface (VFS) and artificial particle displacement (APD) algorithms to enhance the robustness and the accuracy of the numerical scheme. Two-dimensional (2D) oscillatory motion is investigated for three different scenarios where the first one scrutinizes the kinematic characteristics in resonance conditions, the second one covers a wave response analysis in a wide range of enforced motion frequencies, and the last one examines the dynamic properties of the fluid motion in detail. The simulations are carried on for at least 50 periods in the wave response analysis. It is shown that numerical results of the proposed SPH scheme are in match with experimental and numerical findings of the literature.

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Fig. 6

The comparison of wave elevations near wall with D/L = 0.35, A/L = 0.05

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Fig. 5

Comparison of the (a) time histories of the free-surface elevations and (b) corresponding frequency analysis at the left wall at x= −0.815 m for case 1-b

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Fig. 4

Comparison of the (a) time histories of the free-surface elevations and (b) corresponding frequency analysis at x= −0.815 m for case 1-a

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Fig. 3

Comparison of the three different particle resolutions with experimental results (a) time histories of the free-surface elevations and (b) corresponding frequency analysis at x=−0.815 m for case 1-a

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Fig. 2

The representative geometry for the sway-sloshing simulations

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Fig. 1

The view of free surface and fully populated regions during the evolution of sway-sloshing motion at t ∼ 20 s (a) and the conservation of final volume at t = 25 s for the dam-break problem with the local velocity coefficient in the APD treatment (b)

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Fig. 7

Positions where pressure time series are calculated; dimensions are given in millimeters

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Fig. 8

Comparison of the pressure time histories at P1: (a) experimental results reported in Ref. [13], (b) results of this study, and (c) numerical results reported in Ref. [13]

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Fig. 9

Quantitative comparison of the consecutive hits at pressure points P2 and P3. Horizontal lines indicate the mean impact pressure values where straight, dash-dot and dashed line types stands for the results of model test, present study and computational results of [13], respectively. (a) Consecutive pressure beat at point P2 and (b) consecutive pressure beat at point P3.

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Fig. 10

Comparison of the pressure time histories at P4: (a) experimental results reported in Ref. [13], (b) results of this study, and (c) numerical results reported in Ref. [13]

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Fig. 11

The snapshots of the free-surface profiles and pressure field between the time interval 10.54–11.17 s. The pressure values are given in kPa: (a) free-surface profile and pressure field at t1 = 10:54 s, (b) free-surface profile and pressure field at t2 = 10:64 s, (c) free-surface profile and pressure field at t3 = 10:86 s, and (d) free-surface profile and pressure field at t4 = 11:17 s.



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