• 한국연소학회지
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• 제9권3호
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• pp.10-18
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• 2004

An experimental study of the effect of operating conditions on the behavior of a lean premixed laboratory combustor operating on natural gas has been conducted. Measurements were made characterizing the pressure fluctuations in the combustor and the flame structure over a range of inlet temperatures, inlet velocities and equivalence ratios. In addition the fuel distribution at the inlet to the combustor was varied such that it was an independent parameter in the experiment. Inlet temperature, inlet velocity and equivalence ratio were all found to have an effect on the stability characteristics of the combustor. The nature of this effect, however, depended on the fuel distribution. For example, with one fuel distribution the combustor would become unstable when the temperature was increased, whereas with a different fuel distribution the combustor would become unstable when the temperature was decreased. Similarly, the operating conditions had an effect on the flame structure. For example the intensity-weighted center of mass of the flame was found to move closer to the center body as either the temperature or equivalence ratio increased. It was interesting and somewhat surprising to note, however, that as the location of the center of mass changed with operating conditions it did so by moving along a line of constant flame angle.

• 한국추진공학회지
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• 제11권3호
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• pp.50-57
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• 2007

Particle Image Velocimetry(PIV) 및 Dual-mode Phase Doppler Anemometry(DPDA) 기법을 적용하여 소형 액체로켓엔진에 사용되는 인젝터의 분무특성 규명을 위한 연구를 수행하였다. PIV 측정법으로 순간평면 이미지를 획득하여 분무 거동을 정성적으로 예측하고, 분사각 관련 인젝터 성능평가 기법을 수렵하였다. 또, DPDA 측정법을 통해 액적의 속도와 크기 등의 분무거리에 따른 변이를 정량화하고, 인젝터의 미립화 성능을 관찰하였다. 본 연구의 궁극적인 목적은 분무특성에 대한 명확한 이해를 통해 개발하고자 하는 새로운 인젝터의 설계변수 도출 및 분무성능 평가기준을 마련하기 위함이다.

• Wind and Structures
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• 제7권5호
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• pp.317-332
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• 2004

Wind tunnel experiments were conducted under highly turbulent and disturbed flow conditions over a solid/perforated plate with a long splitter plate in its plane of symmetry. The effect of varied level of perforation of the normal plate on fluctuating velocities and fluctuating pressures measured across and along the separation bubble was studied. The different perforation levels of the normal plate; that is 0%, 10%, 20%, 30%, 40% and 50% are studied. The Reynolds number based on step height was varied from $4{\times}10^3$ to $1.2{\times}10^4$. The shape and size of the bubble vary with different perforation level of the normal plate that is to say the bubble is reduced both in height and length up to 30% perforation level. For higher perforation of the normal plate, bubble is completely swept out. The peak turbulence value occurs around 0.7 to 0.8 times the reattachment length. The turbulence intensity values are highest for the case of solid normal plate (bleed air is absent) and are lowest for the case of 50% perforation of the normal plate (bleed air is maximum in the present study). From the analysis of data it is observed that $\sqrt{\overline{u^{{\prime}2}}}/(\sqrt{\overline{u^{{\prime}2}}})_{max}$, (the ratio of RMS velocity fluctuation to maximum RMS velocity fluctuation), is uniquely related with dimensionless distance y/Y', (the ratio of distance normal to splitter plate to the distance where RMS velocity fluctuation is half its maximum value) for all the perforated normal plates. It is interesting to note that for 50% perforation of the normal plate, the RMS pressure fluctuation in the flow field gets reduced to around 60% as compared to that for solid normal plate. Analysis of the results show that the ratio [$C^{\prime}_p$ max/$-C_{pb}(1-{\eta})$], where $C^{\prime}_p$ max is the maximum coefficient of fluctuating pressure, $C_{pb}$ is the coefficient of base pressure and ${\eta}$ is the perforation level (ratio of open to total area), for surface RMS pressure fluctuation levels seems to be constant and has value of about 0.22. Similar analysis show that the ratio $[C^{\prime}_p$ max/$-C_{pb}(1-{\eta})]$ for flow field RMS pressure fluctuation levels seems to be constant and has a value of about 0.32.

• 대한토목학회논문집
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• 제4권1호
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• pp.79-92
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• 1984

Unit Stream Power(USP)의 이론(理論)에 의하여 총유사량해석(總流砂量解析)이 수행(遂行)되어졌다. 부유사(浮遊砂)에 관한 USP함수(凾數)로부터 Einstein의 기준점농도(基準點濃度)와 Stokes의 침강속도(沈降速度)를 적용(適用)하여 $S_R$에 관한 무차원(無次元) USP 방정식(方程式)을 유도(誘導)하였다. 또한 유량(流量)과 Reynolds수간(數間)의 관계식(關係式)을 유도(誘導)하고 USP와의 관계(關係)를 밝혔으며, 양자(兩者)는 서로 밀접(密接)한 관계(關係)가 있음을 보여주었다. $S_R$식(式)의 계수(係數)들을 한강하류부실험자료(漢江下流部實驗資料)와 Mantz의 실험자료(實驗資料)로부터 구(求)하여 우리 나라의 수개(數個) 하천(河川) 관측지점(觀測地點)에 적용(適用)하였다. 이로써 USP는 부유사(浮遊砂)와 $S_R$에 대하여 좋은 상관성(相關性)을 보여주었으며, 이 USP는 난류강도(亂流强度)가 증가(增加)함에 따라 같은 경향(傾向)을 보여 주었다. 본(本) 연구결과(硏究結果)는 총유사량추정(總流砂量推定)에 기여(寄與)될 수 있을 것으로 판단(判斷)된다.

• Wind and Structures
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• 제36권2호
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• pp.121-131
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• 2023

Aiming at the problem that fatigue characteristics of metal roof rely on local physical tests and lacks the cyclic load sequence matching with regional climate, this paper proposed a method of constructing the fatigue load spectrum based on integration of wind load model, measured data of long-span metal roof and climate statistical data. According to the turbulence characteristics of wind, the wind load model is established from the aspects of turbulence intensity, power spectral density and wind pressure coefficient. Considering the influence of roof configuration on wind pressure distribution, the parameters are modified through fusing the measured data with least squares method to approximate the actual wind pressure load of the roof system. Furthermore, with regards to the wind climate characteristics of building location, Weibull model is adopted to analyze the regional meteorological data to obtain the probability density distribution of wind velocity used for calculating wind load, so as to establish the cyclic wind load sequence with the attributes of regional climate and building configuration. Finally, taking a workshop's metal roof as an example, the wind load spectrum is constructed according to this method, and the fatigue simulation and residual life prediction are implemented based on the experimental data. The forecasting result is lightly higher than the design standards, consistent with general principles of its conservative safety design scale, which shows that the presented method is validated for the fatigue characteristics study and health assessment of metal roof.

• 한국산학기술학회논문지
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• 제20권5호
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• pp.20-26
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• 2019

강이나 하천 폭 전체에 걸쳐 수리구조물을 설치하는 경우에는 대개 하상보호공을 설치한다. 하지만 하상보호공직하류부에 있는 하천하상이 상류부의 흐름영향으로 인해서 유실되는 국부세굴현상이 발생한다. 이와 같은 국부세굴은 흐름방향 경계지점의 흐름 및 난류특성과 하상토의 재질 등에 지배적이며, 시간의 경과에 따라서 점차적으로 위험할 수 있다. 따라서 본 연구에서는 이동상 모형실험을 통해 분석된 시간변화에 따른 하상보호공 하류부 국부세굴공 내부의 난류성분을 3차원 수치해석모형인 OpenFOAM의 적용결과와 비교하고 국부세굴공발달의 주요인자라고 알려져 있는 수심 적분된 상대난류강도 값의 흐름방향별 분포를 분석하였다. 또한 이 결과와 함께 하상전단응력 및 Shields parameter와 비교하여 세굴공의 안정화에 대하여 분석하였으며 추가적으로 초기 난류유입조건을 변화시켜 그 결과를 비교하였다. 그 결과 세굴공의 최대발생깊이는 유속의 크기보다는 오히려 수심 적분된 상대난류강도의 크기에 따라 지배적으로 발달하는 것을 확인하였다. 이와 같은 결과를 통해서 향후 하상보호공 하류부에서 발생 가능한 국부세굴공을 저감하거나 방지하기 위해서는 수심 적분된 상대난류강도를 조절할 수 있는 설계나 시공 혹은 수문조절이 필요할 것으로 사료된다.