• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2005년도 동계학술발표대회 논문집
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• pp.249-255
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• 2005

Flow condensation heat transfer coefficients(HTCs) of R22, R4IO, Propane(R290) were measured inside a horizontal 9 hole aluminum multi-channel flat tube. The main test section in the refrigerant loop was made of a 0.53 m long multi-channel flat tube of hydraulic diameter of 1.4 mm. Refrigerant was cooled by passing cold water through an annulus surrounding the test section. Data were obtained in qualities of 0.1 ${\sim}$ 0.9 at mass flux of $200{\sim}400$ $kg/m^2s$ and heat flux of $7.3{\sim}7.7$ $kW/m^2$ at the saturation temperature of $4^{\circ}C$. All popular heat transfer correlations in single-phase subcooled liquid flow and flow condensation originally developed for large single tubes predicted the present data of the multi channel flat tube within 25% deviation when effective heat transfer area was used in determining experimental data. This suggests that there is little change in flow characteristics and patterns when the tube diameter is reduced down to 1.4 mm diameter range. Hence, a modified correlation based on the present data was proposed which could be applied to small diameter tubes with effective heat transfer area. The correlation showed a mean deviation of less than 20% for all data.

• 설비공학논문집
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• 제14권8호
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• pp.656-663
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• 2002

Flow condensation heat transfer coefficients (HTCs) of R22, R134a, R407C, and R410A were measured on horizontal plain and microfin tubes. The experimental apparatus was composed of three main parts; a refrigerant loop, a water loop and a water/glycol loop. The test section in the refrigerant loop was made of both a plain and a microfin copper tube of 9.52 mm outside diameter and 1.0 m length. The refrigerant was cooled by passing cold water through an annulus surrounding the test section. Tests were performed at a fixed refrigerant saturation temperature of $40^{\circ}C$ with mass fluxes of 100, 200, and 300 kg/$m^2s$. Test results showed that at similar mass flux the flow condensation HTCs of R134a were similar to those of R22 for both plain and microfin tubes. On the other hand, HTCs of R407C were lower than those of R22 by 11~l5% and 23~53% for plain and microfin tubes respectively. And HTCs of R410A were similar to those of R22 for a plain tube but lower than those of R22 by 10~21% for a microfin tube. In general, HTCs of a microfin tube were 2.0~3.0 times higher than those of a plain tube.

• 대한토목학회논문집
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• 제38권1호
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• pp.51-61
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• 2018

풍력발전기, 송전탑, 굴뚝 등과 같은 타워 구조물의 기초는 기초에서부터 하중 작용점까지의 거리가 멀고 큰 수평하중이 작용하여 매우 큰 전도모멘트에 저항해야 한다. 이러한 구조물을 경제적으로 지지하기 위해서는 암반층이라도 인발력을 받는 말뚝기초를 시공해야 한다. 따라서, 본 연구에서는 암반매입 강관말뚝에 사용되는 주면고정액의 배합비가 주면지지력에 미치는 영향을 평가하기 위하여 물/시멘트비와 잔골재의 배합비를 실험변수로 삼아 모형실험을 수행하였다. 잔골재를 배합하지 않은 시멘트풀의 경우 물/시멘트비의 변화에 관계없이 최대 주면지지력과 잔류 주면지지력은 일정한 범위에 분포하였고, 잔골재가 배합된 경우는 물/시멘트비의 증가에 따라서는 감소하였고 잔골재 배합비의 증가에 따라서는 증가하다 감소하는 경향을 나타내었다. 잔골재가 없는 경우 최대주면지지력은 물/시멘트비에 상관없이 약 540~560kPa을 나타내었고, 잔골재비가 40%인 경우 물/시멘트비에 따라 약 770~870kPa을 보여 잔골재가 없는 경우에 비하여 약 40~55% 증가되었다. 본 실험에서 찾은 최적배합은 잔골재비가 40% 정도, 물/시멘트비가 80~100% 이었다.