Multiphase Flow Within a Sloshing Tank

Problem Description

The problem consists of a tank filled to 20 percent capacity with water that is rotated or translated according to a user-defined function, as shown in the following image, which is not drawn to scale, where three monitoring locations, P1, P2 and P3, are denoted. The motion of the tank causes the fluid to begin sloshing rapidly, creating a time-dependent pressure field due to the height of the local water column. Non-slip boundary conditions for the top, bottom, left and right sides are applied with slip boundary conditions on the front and back faces. The SST turbulence model along with a global time-step of 0.001 seconds is used for the simulation. The pressure at each of the monitoring locations is compared against the experimental measurements as described in Tankaka, et al. (2000). It should be noted that the pressure computed and presented in the images represent the time-dependent dynamic pressure, static pressure is subtracted to be consistent with the measurements, at the specified point. Roll-Short is the case provided with the Validation Manual. The results for this case as well as Sway - Short are presented within this overview. In each case, the motion profile is defined with the following function and coefficients as defined in the table below.

Where A = amplitude of oscillation, $\omega$ = frequency of oscillation = 2 π/T, t = time (sec) and T = Time period of oscillation (sec).

Figure 1. Critical Dimensions and Parameters for Simulating a 2D Tank Slosh with Mesh Motion

Figure 2. Mesh Used for Simulating Multiphase Sloshing Within a 2D Tank

AcuSolve Results

The AcuSolve solution is run for a time of t/T=5.0, 9.25 sec for Roll - Short, and the results presented reflect the transient motion of the water within the tank. The experimental values of pressure (kPa) and normalized simulation time are presented with the corresponding AcuSolve results at three measurement locations. The AcuSolve results show good agreement with the experimental results for pressure magnitude, the local water column height, as well as accurate timing of the peaks, indicating that the air-water interface is properly captured. Additional motion cases, as well as comparisons between two dimensional versus three dimensional simulations have been simulated with AcuSolve. The accuracy and solution requirements of these simulations are omitted for brevity but are available upon request. It was found that the differences between 2D and 3D simulations may be of interest for engineers, however the 2D results are shown to be adequate and less computationally expensive than 3D in the cases studied.

User-Defined Multiplier Function

This validation case relies on defining the motion of the elements within the tank, leading to the water sloshing in the presence of air. The motion is defined using an AcuSolve User-Defined Function (UDF) to specify the time-dependent multiplier function applied to the mesh motion command. The mesh motion is assigned to the Fluid element set, causing all of the elements to move according to the specified sine function. For the Roll - Short case, the mesh motion command is specified as rotation with the rotation multiplier function specified as rotation. If you are interested in simulating one of the other motion profiles, for example Sway - Base/Short, the type of mesh motion command would be changed to translation with the translation multiplier function assigned with the same UDF. The function name is designated at usrMotion and is contained within the source file motion.c. The source file, along with pre-compiled binaries for Linux64 and Windows64 are provided with the validation case. Depending on your architecture it may be necessary to re-compile the source on the local system. Please refer to the Programs Reference Manual for details on using AcuMakeLib or AcuMakeDll for Linux and Windows, respectively.

Summary

The AcuSolve solution compares well with experimental results for tank sloshing simulations. In this application, the time dependent motion of the tank and the multiphase flow solution are simulated with AcuSolve using the level-set formulation and the SST turbulence model. The experimental values for instantaneous pressure at three locations and for two motion profiles are presented with the corresponding AcuSolve results. A good agreement of simulation results with the experiment validates the ability to solve time-dependent/accurate sloshing cases using the multiphase capabilities of AcuSolve.

Figure 3. Time Dependent Pressure at Three Monitoring Locations Within the Sloshing Tank for Two Motion Profiles (Roll-Short, Left and Sway-Short, Right)

Figure 4. Instantaneous Volume Fraction Contour (Blue Showing Water) at Three Moments in Time (t/T=2.0, 3.0 and 3.5) for Two Motion Profiles (Roll-Short, Left and Sway-Short, Right)

Simulation Settings for Multiphase Flow Within a Sloshing Tank

AcuConsole database file: <your working directory>\tank_sloshing_multiphase\tank_sloshing.acs

Global

• Problem Description
  • Analysis type - Transient
  • Turbulence equation - SST
  • Multiphase equation – Level Set
• Auto Solution Strategy
  • Final time - 9.5 sec
  • Initial time increment - 0.001 sec
  • Min stagger iterations - 2
  • Max stagger iterations - 10
  • Fluid 1 - Water
  • Fluid 2 - Air
• Multiplier Function
  • rotation
    • Type - User Function
    • User function name - UsrMotion
    • User function values - 10.0, 1.85, 0.0
• Material Model
  • Air
    • Type - Constant
    • Density - 1.225 kg/m³
    • Velocity - 1.781e-5 kg/m-sec
  • Water
    • Type - Constant
    • Density - 1000 kg/m³
    • Velocity - 0.001 kg/m-sec
• Mesh motion
  • rotation
    • Type - Rotation
    • Rotation center – 0.0, 0.0, 0.0
    • Angular velocity – 0.0, 0.0, 0.0174533 (1.0 deg/sec)
    • Rotation variable – Multiplier Function
    • Rotation multiplier function – rotation
  Model

  • Volumes
    • Fluid
      • Element Set

        • Medium – Multiphase

        • Multi field model – Water-Air
        • Body force – Gravity
        • Mesh motion – rotation
• Surfaces
  • x+
    • Simple Boundary Condition – Wall
  • x-
    • Simple Boundary Condition – Wall
  • y+
    • Simple Boundary Condition – Wall
  • y-
    • Simple Boundary Condition – Wall
  • z+
    • Simple Boundary Condition – Slip
  • z-
    • Simple Boundary Condition – Slip

References

Shin Hyung Rhee, 2005, “Unstructured Grid Based Reynolds-Averaged Navier-Stokes Method for Liquid Tank Sloshing”, Journal of Fluids Engineering, Vol 127, pp. 572- 582.

Tanaka, Y., Ando, T., and Miyamoto, T., 2000, “Experimental Study on Sloshing Load Measured by Panel-Type Pressure Gauge,” Proc. 74th. General Meeting of Ship Research Institute, Ship Research Institute, Tokyo, Japan, pp. 137-142.