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3차원 CFD 모형을 이용한 원형 교각의 국부세굴 특성 해석
오현식·김경호·양승룡 충북대학교 건설기술연구소 2008 충북대학교 건설기술연구소 논문집 Vol.27 No.1
Scour is a natural phenomenon, which occurs whenever a solid object is placed on loose sedimentary material, such as sand, in moving water. The flow of water is close to any such obstruction causes local increases in water velocity together with eddies and vortices. The flow phenomena are complex due to the presence of a boundary layer as well as and adverse pressure gradient set up by the bridge pier. Many researchers have conducted a vast number of experiments in laboratory flumes to investigate the local scour depth around a bridge pier. A few empirical formulas predicting the maximum scout depth have been developed under various experimental conditions. However, most of the experiments have been carried out in flumes under idealized conditions. such as steady flow, uniform sediment, simplified geometry, etc. The purpose of the study is to simulate accurately the flow field and scouring processes using a three-dimensional numerical flow model. In this study, for analyzing the mechanism of scouring process, CFD(computational fluid dynamics) model is used, based on the VOF(Volume of fluid) theory and finite differential equation. For the flow model, the simulated three-dimensional flatbed flow field(without bed slop) is compared with experimental data obtained by established scour equation and data. The results showed that 3D scouring flow field simulated by CFD model have almost the same phasis as experimental results.