| 英文摘要 |
Juncture flow forms when a boundary layer passing an obstacle perpendicular to the flow. It exhibits distinct three-dimensional flow characteristics and tends to generate horseshoe vortices prominently in front of the obstacle. This phenomenon can have adverse effects in engineering applications, such as, for examples, causing scouring near the junctions of structures or generating noise in the flow field. This paper focuses on the development of juncture flow in a wave-current field near the free surface. The physical problem to be discussed in the present study is the juncture flow around a circular cylinder mounted on a finite flat plate which is located at a finite depth from the free surface in a wave-current field. The wave propagation and inflow are in the same direction normal to the flat plate. The commercial software FLUENT was employed, utilizing the URANS option and SST k-ωturbulence model for computational investigation, while the free surface was simulated using the VOF model. Throughout the pre-sent study, the Reynolds number was fixed at 5.5x105 with the current speed and cylinder diameter being the characteristic velocity and length, respectively. The development of the juncture flow for the plate at three water depths from the free surface was computed and analyzed. The results show that the horseshoe vortex in front of the cylinder moves periodically forwards and backwards with the wave propagation. When the wave crest approaches at the leading edge, the horseshoe vortex moves toward the cylinder and vice versa. The horseshoe vortex moves more significantly if the plate is closer to the free surface. Furthermore, we also found that the vortex shedding period due to the cylinder varies as the depth of the flat plate from the free surface changes and is different from the encounter period of the wave. This results in a non-periodic wake flow behind the cylinder, quite different from that in the uniform flow past a cylinder without free surface. |