이재화 교수
Jae Hwa Lee
UNIST 기계공학과 · 공학
연구실 소개
이재화 교수의 연구실은 난류 흐름에서 발생하는 초대규모 운동(VLSMs)과 대규모 유속 변동 구조의 공간적 조직화 원리를 해석하는 데 초점을 맞추고 있습니다. 주로 직접 수치 시뮬레이션(DNS)을 활용하여 경계층 및 파이프 유동에서의 난류 구조, 거칠기 영향, 압력 경도의 영향을 정량적으로 분석하고 있으며, 특히 유동의 스케일 간 상호작용과 대칭성 파괴 현상에 대한 기초 이론을 개발하고 있습니다. 연구는 난류 제어 및 공기역학적 설계에 응용 가능한 기초 자료를 제공합니다.
연구 현황
연구 성과 추이
표시된 성과는 수집된 데이터 기준으로 산출되며, 일부 차이가 있을 수 있습니다.
주요 논문
15Direct numerical simulation of a turbulent boundary layer was performed to investigate the spatially coherent structures associated with very-large-scale motions (VLSMs). The Reynolds number was varied in the range Re θ = 570–2560. The main simulation was conducted by using a computational box greater than 50δ o in the streamwise domain, where δ o is the boundary layer thickness at the inlet, and inflow data was obtained from a separate inflow simulation based on Lund's method. Inspection of the
Direct numerical simulation (DNS) of a spatially developing turbulent boundary layer (TBL) over a wall roughened with regularly arrayed cubes was performed to investigate the effects of three-dimensional (3-D) surface elements on the properties of the TBL. The cubes were staggered in the downstream direction and periodically arranged in the streamwise and spanwise directions with pitches of p x / k = 8 and p z / k = 2, where p x and p z are the streamwise and spanwise spacings of the cubes and k
It is known that large-scale streamwise velocity-fluctuating structures ( $u^{\prime }$ ) are frequently observed in the log region of a zero pressure gradient turbulent boundary layer, and that these motions significantly influence near-wall small-scale $u^{\prime }$ -structures by modulating the amplitude (Hutchins & Marusic, J. Fluid Mech. , vol. 579, 2007, pp. 1–28; Mathis et al. , J. Fluid Mech. , vol. 628, 2009, pp. 311–337). In the present study, we provide evidence that the spatial o
A direct numerical simulation of a fully developed turbulent pipe flow was performed to investigate the similarities and differences of very-large-scale motions (VLSMs) to those of turbulent boundary layer (TBL) flows. The Reynolds number was set to ReD = 35 000, and the computational domain was 30 pipe radii in length. Inspection of instantaneous fields, streamwise two-point correlations, and population trends of the momentum regions showed that the streamwise length of the structures in the pi
Direct numerical simulations (DNSs) of spatially developing turbulent boundary layers (TBLs) over two-dimensional (2D) rod-roughened walls and three-dimensional (3D) cube-roughened walls were performed to investigate the effects of the streamwise spacing of roughness elements on the properties of the TBLs. The inspection of the Reynolds stresses showed that except for the 2D rough walls with px /k = 2 and 3, the effects of the roughness on the 2D and 3D rough walls extend to the outer layer and
We examine the origin of very-large-scale motions (VLSMs) in fully developed turbulent pipe flow at friction Reynolds number, $\mathit{Re}_{\unicode[STIX]{x1D70F}}=934$ , using data from a direct numerical simulation. The VLSMs and the packet-like large-scale motions (LSMs) found in this study are very similar to those found in earlier studies. Three-dimensional time-evolving instantaneous fields show that one component of the process leading to the large streamwise length of VLSMs is the concat
Numerical simulations using the immersed boundary method were performed to investigate the flapping dynamics of a flexible flag in a uniform flow. The relevant parameters related to the problem are the mass ratio , the bending rigidity of the flag and the Reynolds number , where ρ1 denotes the line density difference between the flag and the surrounding fluid. By varying the parameters over the ranges 0 ≦̸ ρ ≦̸ 10 and 10−4 ≦̸ KB ≦̸ 10–1 for Re = 200, we identified three dynamical states: the str
Abstract
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