Numerical simulations of air-water flow and rigid-body motion based on two-liquid CLSVOF/IB method and overset mesh. (15th July 2022)

• Record Type: Journal Article
• Authors: Meng, Wen-kang; Yu, Ching-hao; Li, Jia; An, Rui-dong
• Is Part Of: Ocean engineering. Volume 256(2022)
• Publication Date: 2022-07-15
• Subjects: Two-liquid -- CLSVOF -- Immersed boundary method -- Air-water two-phase flow -- Fluid-structure interaction -- Overset mesh; Ocean engineering -- Periodicals; Ocean engineering; Periodicals; 620.4162
• DOI: 10.1016/j.oceaneng.2022.111455
• Languages: English
• ISSNs: 0029-8018

Abstract

Abstract: For simulating air-water flows with rigid-body motion, the rigid boundary has to be body-fitted and discretized in the traditional dynamic mesh method, which will lead to a severe computational instability due to the mesh deformations when large displacements are involved. A two-liquid CLSVOF/IB (coupled Level Set and Volume of Fluid/Immersed Boundary method) method for directional numerical simulation of air-water flow and water-water mixing with a moving rigid-body is presented in this study, which is based on overset mesh method. In order to make the CLSVOF method applicable to two different cell sizes in overset mesh and background mesh respectively, the formula of the artificial time step size in the re-initialization equation of Level Set (LS) method is improved. A simple and effective IB method suitable for the overset mesh method and the dynamic mesh technique is also implemented. The IB method marks the cells around the rigid-body as forcing cells in the overset mesh, and then an artificial momentum forcing term is introduced into the momentum equation of the fluid to satisfy no-slip boundary condition in fluid-solid interface. The method has been validated with laboratory data, including two-liquid dam-break flow with wet bed and single-liquid water entry problem. The effects of various parameters such as ambient water depth and gate motion on mixing pattern and front propagation of water-water interface are investigated in the dam-break flow problems. The results have good agreement with the published experimental results and emphasize the necessity of considering the gate in numerical simulation of dam-break flow. In the numerical simulation of a free-falling rigid-body impacting the free surface of water, the simulation results, including the computed shape of the air cavity and displacement of free-falling rigid-body, agree well with experimental results. Highlights: CLSVOF method was improved to apply to the overset mesh method. A two-liquid CLSVOF method was implanted into OpenFOAM to capture the water-water interface and the air-water interface. Immersed boundary method was coupled with overset method. The proposed method was used for simulation of air-water two-phase flow and rigid-body motion.