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유호준,전종환,이길성,박세준,이승배 한국유체기계학회 2023 한국유체기계학회 논문집 Vol.26 No.6
In addition to the fact that the domestic and international developments of PAV rely on the propeller aerodynamic performances e.g. thrust, efficiency, they become evidently important factors because they are directly related to the passenger’s safety. In this study, to improve the aerodynamic performance of counter-rotating propellers of PAVs, the design of a propeller satisfying the desired performances is optimized based on airfoils generated via Artificial Intelligence (AI) algorithm, and its measured performance is verified by using a performance testing zig which facilitates the measurements of thrusts and powers at the specific rpms. The design variables for AI-design are the stagger angle, chord length, Reynolds number, lift and drag. The new CFRP-machined model was tested and analyzed to compare with the bio-mimetic model. The aerodynamic performances are simulated and compared using Large-Eddy Simulation (LES) for the AI model and the bio-mimetic model.
ShorelineS 모델을 이용한 원평해수욕장의 해안선변화 검토
유호준,김기현,김종범,강태순 (사)한국연안방재학회 2022 한국연안방재학회지 Vol.9 No.4
Increased coastal human intervention and climate change are leading to rapid changes in coastal areas and often causing catastrophic damage to resident populations. The ShorelineS model was introduced, which can explain drastic beach changes were simulated. According to the modeling results, the installation of Gungchon Port caused rapid sedimentation in the south of the port. It was reviewed that the erosion and sedimentation tendency of the beach is changed after the installation breakwater in front of the beach, the erosion in the central part of the beach was somewhat suppressed, and the beach was deposited in the shape of tombolo on the back of the beach. The installation of artificial structures dramatically changes the equilibrium state of the beach and increases the erosion of the direct wave near the structure. The ShorelineS model was the advantage of being able to properly reproduce changes in the coastline by inputting relatively simplified environment and beach information and to quickly predict after installation of artificial structures. The reallity, coastline changes due to various causes, so follow-up studies are needed to predict and effectively respond to this through an advanced model that reflects various conditions.
유호준,김동수 한국수자원학회 2017 한국수자원학회논문집 Vol.50 No.7
2차원 유속장(flow field)은 하천흐름의 특성을 이해하기 위한 중요한 수리학적 자료 중 하나로서, 수공구조물 위치선정 및 설계, 하천에서의 이송-확산 예측, 하천 의 수리학적 거동을 예측하기 위한 중요한 기본 자료로 사용된다. 지금까지 이러한 하천흐름 특성을 예측하기 위해 제한적인 현장조건과 적절한 계측방법, 계측기기 의 기술적 한계로 인해 현장실험 보다는 다양한 수치모형을 이용하여 왔다. 하지만 최근에는 계측기기의 발달로 과거보다 정확하고 정밀한 현장계측이 가능하여 졌 으며, 현장 계측자료의 질적이고 양적인 수요를 만족시키고 있다. 대표적으로 초음파도플러유속계(ADCPs; Acoustic Doppler Current Profilers)는 유량을 정확하 게 측정하는 것으로 유명하며, 2차원 뿐만 아니라 3차원 유속장 등 자세한 유속자료를 제공한다. 하지만 이러한 측정 능력에도 불구하고, ADCP를 활용한 유속 측정 은 주로 횡단면 측정을 기본으로 수행하기 때문에, 수치모형의 결과와 같이 높은 밀도의 유속장을 얻기 위해서 공간보간기법이 활용되고 있다. 하지만 만곡이 존재하 는 자연하천은 하도형상에 따라 유속이 지속적으로 변화하기 때문에 일반적인 공간보간기법을 적용하기 어렵다. 즉, 자연하천의 만곡에 따른 비등방성을 고려하지 않 는다면, 역거리가중법(IDW)과 크리깅(Kriging)과 같은 일반적인 공간보간기법으로는 잘못된 결과를 초래할 수 있다. 본 연구에서는 이러한 문제점을 해결하고자 만곡이 존재하는 사행하천을 대상으로 방향성을 고려하기 위한 곡선좌표계와 비등방성을 고려하기 위한 비등방적 참 조범위를 적용한 공간보간기법을 개발하였다. 본 연구에서 제시한 기법을 한국건설기술연구원 하천실험센터에 존재하는 3개의 사행수로가 포함된 실규모의 실험수 로를 대상으로 적용한 결과, 평균제곱근오차와 상관계수는 기존의 공간보간기법과 비교하여 각각 41.5% 감소, 40.0%가 증가하여 정확성과 상관성이 개선되었다. Understanding of the two-dimensional velocity field is crucial in terms of analyzing various hydrodynamic and fluvial processes in the riverine environments. Until recently, many numerical models have played major roles of providing such velocity field instead of in-situ flow measurements, because there were limitations in instruments and methodologies suitable for efficiently measuring in the broad range of river reaches. In the last decades, however, the advent of modernized instrumentations started to revolutionize the flow measurements. Among others, acoustic Doppler current profilers (ADCPs) became very promising especially for accurately assessing streamflow discharge, and they are also able to provide the detailed velocity field very efficiently. Thus it became possible to capture the velocity field only with field observations. Since most of ADCPs measurements have been mostly conducted in the cross-sectional lines despite their capabilities, it is still required to apply appropriate interpolation methods to obtain dense velocity field as likely as results from numerical simulations. However, anisotropic nature of the meandering river channel could have brought in the difficulties for applying simple spatial interpolation methods for handling dynamic flow velocity vector, since the flow direction continuously changes over the curvature of the channel shape. Without considering anisotropic characteristics in terms of the meandering, therefore, conventional interpolation methods such as IDW and Kriging possibly lead to erroneous results, when they dealt with velocity vectors in the meandering channel. Based on the consecutive ADCP cross-sectional measurements in the meandering river channel. For this purpose, the geographic coordinate with the measured ADCP velocity was converted from the conventional Cartesian coordinate (x, y) to a curvilinear coordinate (s, n). The results from application of A-VIM showed significant improvement in accuracy as much as 41.5% in RMSE.