• 한국해안해양공학회지
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• 제5권4호
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• pp.338-349
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• 1993

본 연구에서는 해저지형이 변화하는 원형의 섬 주변에서 발생하는 조석 잔차류에 대하여 3차원 수치실험을 수행했다. 본 연구에서 사용한 3차원 수치모델은 스펙트랄 모델로서 수평적으로는 유한 차분법을 적용하고 연직방향으로는 깊이에 따라 변하는 기저함수의 곱으로 확장하여 해류의 연직분포를 구하는 모델이다. 수치실험 결과 조석 잔차류 발생에 있어 수심변화의 효과와 비선형 효과가 중요한 역할을 했고 이것은 기존의 조석 잔차류 발생에 대한 2차원적 수치실험 연구결과와 일치했다. 또 조석 잔차류의 수평구조는 시계방향의 회전성 조류일 때 시계방향으로 순환하는 잔차류의 특성을 보였으며 3차원적 구조를 검토한 결과 잔차류의 수평속도 성분 즉 u, v의 연직구조는 대수함수적인 분포를 나타냈다.

• 한국가시화정보학회지
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• 제9권2호
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• pp.54-60
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• 2011

This paper is a basic study on volatile organic compounds(VOC) recovery system in a crude oil carrier. VOC is easily evaporated in cargo tankers during loading and transportation of crude oil, causes serious environmental contamination and a huge economic loss. An ejector system is designed to mix VOC gas into crude oil flow to reduce VOC concentration. Detail two-phase flow inside the ejector is simulated using a commercial CFD code. To verify the numerical prediction, a scale-down experiment is conducted. Instead of crude oil and VOC, water and air are used as the working fluids. Flow characteristics and main parameters are obtained by two-phase flow visualization and PIV measurements. Air volume flow rate induced by the ejector is compared with respect to the volume flow rate of water using experimental and numerical results. Overall performance of the two-phase ejector predicted by the CFD simulation agrees well with that of the experiment.

• 대기
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• 제28권2호
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• pp.163-174
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• 2018

In order to assimilate MHS satellite data into the convective scale model at KMA, ATOVS data are reprocessed to utilize the original high-resolution data. And then to improve the preprocessing experiments for cloud detection were performed and optimized to convective-scale model. The experiment which is land scattering index technique added to Observational Processing System to remove contaminated data showed the best result. The analysis fields with assimilation of MHS are verified against with ECMWF analysis fields and fit to other observations including Sonde, which shows improved results on relative humidity fields at sensitive level (850-300 hPa). As the relative humidity of upper troposphere increases, the bias and RMSE of geopotential height are decreased. This improved initial field has a very positive effect on the forecast performance of the model. According to improvement of model field, the Equitable Threat Score (ETS) of precipitation prediction of $1{\sim}20mm\;hr^{-1}$ was increased and this impact was maintained for 27 hours during experiment periods.

• Nuclear Engineering and Technology
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• 제32권1호
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• pp.34-45
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• 2000

This study is concerned with the experimental test and numerical analysis of the heat transfer and solidification of the molten metal pool with overlying coolant with boiling. In the test, the metal pool is heated from the bottom surface and coolant is injected onto the molten metal pool. Experiments were performed by changing the test section bottom surface temperature of the metal layer and the coolant injection rate. The two-phase boiling coolant experimental results are compared against the dry test data without coolant or solidification of the molten metal pool, and against the crust formation experiment with subcooled coolant. Also, a numerical analysis is performed to check on the measured data. The numerical program is developed using the enthalpy method, the finite volume method and the SIMPLER algorithm. The experimental results of the heat transfer show general agreement with the calculated values. The present empirical test and numerical results of the heat transfer on the molten metal pool are apparently higher than those without coolant boiling. This is probably because this experiment was performed in concurrence of solidification in the molten metal pool and the rapid boiling of the coolant. The other experiments were performed without coolant boiling and the correlation was developed for the pure molten metal without phase change.

• 대한조선학회논문집
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• 제45권6호
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• pp.631-636
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• 2008

In this paper, numerical analysis based on the RANS equation and the Realizable ${\kappa}-{\varepsilon}$ turbulence model is carried out for flows around an axisymmetric body at three Reynolds numbers($1.22{\times}10^7$, $1.0{\times}10^8$, $1.5{\times}10^8$) and the numerical results are compared with experiments data. Computed velocity distributions agree well with experiments as the Reynolds number increases. Pressure distributions agree well with the results of the potential flow except the tail region but differ from experiments for the parallel middle body as well as tail region. Pressure gradients show a good agreement with those of potential flow and experiment except the tail region. Friction coefficients show that the numerical results generally are lower than the experimental results estimated from the measured velocity. The difference of friction coefficients between the calculation and the experiment increases with growing of a boundary layer.

• 한국지반신소재학회논문집
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• 제18권3호
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• pp.23-32
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• 2019

본 연구에서는 실내실험 및 수치해석을 통해 무보강 및 보강 조건에 따른 인공어초의 세굴 특성을 알아보았다. 해저 지반 보강재로는 지오그리드(geogrid)를 이용하였으며, 보강 면적은 인공어초 하부 면적 대비 1배, 3배 및 5배와 같이 다양한 배율로 적용하였다. 2차원 흐름 수조 실험을 통해 모래 및 실트 지반에서 인공어초의 세굴 패턴을 알아보았으며, 실내실험과 동일한 조건으로 수치해석을 수행하여 유속 벡터 분포 및 세굴 패턴을 알아보았다. 실내실험과 수치해석을 비교한 결과 세굴 패턴은 전반적으로 유사한 경향을 띄었으며, 무보강 지반보다 보강재를 설치한 인공어초 지반에서 세굴이 감소하는 것으로 나타났다.

• 한국기계가공학회지
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• 제20권11호
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• pp.17-23
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• 2021

A cyclone is a dust-separating mechanism that works on the principle of centrifugal force. The performance of a cyclone is evaluated using pressure loss and collection efficiency. A multi-cyclone arrangement is used to improve the collection efficiency within a limited area. In this study, experiments and numerical analyses were conducted on a dual arrangement of mini-hydrocyclone separators, which was fabricated using 3D printing. The experiment was performed at an inlet flow rate of 0.7 m/s, and alumina powder with a particle size of 0.5, 15, and 50 ㎛. ANSYS FLUENT, was used for the numerical analysis. The reliability of the numerical analysis was verified through a comparison with the experimental results. The errors in the experiment and numerical analysis were confirmed to be 2% at the outlet flow rate.

• 풍력에너지저널
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• 제14권1호
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• pp.21-28
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• 2023

This paper investigates the resistance performance of drag anchors used for aqua farms installed in southwestern offshore wind farms in Korea. These anchors have been employed for a long time without any quantitative evaluation. Experimental campaigns were performed at the target site and the results were used to validate the numerical model by changing the penetration depths in the uniformly distributed seabed (i.e., flat). Based on the validated model with good agreement with the experiments (ARE 1.8 %), the resistance of the anchor with different pullout angles was thoroughly examined. It is worth noting that the Coupled Eulerian-Lagrangian (CEL) technique was applied to account for the large deformation of the anchor; Eulerian for the seabed and Lagrangian for the structure. The numerical results indicated that the pullout resistance is vulnerable to horizontal inclined force rather than vertical inclination, implying that the optimum performance is ideally expected to be 0-degree force applied.

• Geomechanics and Engineering
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• 제38권2호
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• pp.165-177
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• 2024

Liquefaction phenomenon refers to a phenomenon in which excess pore water pressure occurs when a dynamic load such as an earthquake is rapidly applied to a loose sandy soil ground where the ground is saturated, and the ground loses effective stress and becomes liquid. The laboratory repetition test for liquefaction evaluation can be performed through a repeated triaxial compression test and a repeated shear test. In this regard, this study attempted to evaluate the effects of the relative density of sand on the liquefaction resistance strength according to particle size distribution using repeated triaxial compression tests, and additional experimental verification using numerical analysis was conducted to overcome the limitations of experimental equipment. As a result of the experiment, it was confirmed that the liquefaction resistance strength increased as the relative density increased regardless of the classification of soil, and the liquefaction resistance strength of the SP sample close to SW was quite high. As a result of numerical analysis, it was confirmed that the liquefaction resistance strength increased as the confining pressure increased under the same relative density, and the liquefaction resistance strength did not decrease below a certain limit even though the confining pressure was significantly reduced at a relatively low relative density. This is judged to be due to a change in confining pressure according to the depth of the ground. As a result of analyzing the liquefaction resistance strength according to the frequency range, it was confirmed that there was no significant difference from the laboratory experiment results in the basic range of 0.1 to 1.0 Hz.

• Ecology and Resilient Infrastructure
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• 제7권3호
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• pp.218-226
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• 2020

본 연구는 수치모형을 기반으로 하는 예측방법론을 위한 수치기법개발의 첫 단계로서 제방형 보에 의한 자유형 월류흐름에 대한 수치해석실험을 수행하였다. 이를 위해 2차원 흐름모형인 Nays2DH를 이용하여 기존에 수행된 실험자료를 바탕으로 수치실험을 수행하여 모형을 비교검증하였다. 우선은 위어의 형태에 의한 불연속 흐름의 수치적 재현성에 대해서 고찰했으며 하도의 전처리를 통해 모의흐름을 보정하였다. 더 나아가, 수문갯수에 따른 월류흐름의 예측모의를 수행하여 결과를 비교하였다. 모의결과, 수문의 갯수가 증가할 경우 동일한 통수단면적에서 보 하류부의 최대유속이 증가할 수 있다는 것을 알 수 있었으며 이는 하상변동에도 영향을 줄 것으로 판단된다. 이러한 결과들을 통해, 본 연구는 추후의 보의 운영에 따른 흐름 및 유사이송 등을 고려하는 수리학적 연구의 기초자료를 제공할 수 있었다.