• 제목/요약/키워드: Chracteristics of heat transfer

검색결과 8건 처리시간 0.031초

입구경계층 두께와 경계층 펜스가 터빈 캐스케이드내 열전달 특서에 미치는 영향 (Effects of the Inlet Boundary Layer Thickness and the Boundary Layer Fence on the Heat Transfer Chracteristics in a Turbine Cascade)

  • 정지선;정진택
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2001년도 춘계학술대회논문집D
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    • pp.765-770
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    • 2001
  • The objective of the present study is to investigate the effects of the various inlet boundary layer thickness on convective heat transfer distribution in a turbine cascade endwall and blade suction surface. In addition, the proper height of the boundary layer fences for various inlet boundary layer thickness were applied to turbine cascade endwall in order to reduce the secondary flow, and to verify its influence on the heat transfer process within the turbine cascade. Convective heat transfer distributions on the experimental regions were measured by the image processing system. The results show that heat transfer coefficients on the blade suction surface were increased with an augmentation of inlet boundary layer thickness. However, in a turbine cascade endwall, magnitude of heat transfer coefficients did not change with variation of inlet boundary layer thickness. The results also present that the boundary layer fence is effective in reducing heat transfer on the suction surface. On the other hand, in the endwall region, boundary layer fence brought about the subsidiary heat transfer increment.

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캡슐화된 PCM을 이용한 유동층 축열조에서 열전달 특성 연구 (Heat Transfer Chracteristics in a Fluidized bed Heat Storage System Using Encapsulated PCM)

  • 윤영호;한귀영;강용혁;곽희열;이태규;전명석
    • 태양에너지
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    • 제18권3호
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    • pp.89-94
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    • 1998
  • 태양열 응용을 위한 한 방편으로 캡슐화된 PCM을 이용한 유동층 축열조에서 축열 및 방열과정에서 열전달 특성을 살펴보았다. 유동층 축열조는 원통형으로 높이는 40cm, 직경은 5.0cm 이었다. 축열물질은 무기염의 일종인 sodium acetate 였으며, 이것은 파라핀 왁스와 PMMA 로 코팅되었다. 캡슐화된 PCM의 크기는 약 $2{\sim}3mm$였으며, 용융점은 $58^{\circ}C$였다. 축열 및 방열과정시 유동층 축열조의 시간에 따른 온도분포, 순간 열저장 및 방출 속도를 측정하였으며 이로부터 유동층 축열조의 체적 열전달 계수를 도출하였다. 또한 유동층 축열조의 조업변수인 열전달 유체의 유속, 유입온도에 대한 열전달 계수의 영향도 관찰하였다.

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상부채널을 갖는 캐비티의 혼합대류 열전달에 관한 실험적연구 (A Experimental Study on Chracteristics of a Mixed Convection Heat Transfer in a Cavity with upper Channel)

  • 배석태
    • 태양에너지
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    • 제18권2호
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    • pp.115-121
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    • 1998
  • 본 연구에서는 캐비티 상부에 작은 틈새를 두고 여기에 구동류를 흐르게 함으로써 캐비티 내부유동 특성을 주유동 방향에 대하여 고찰하였고 채택된 레이놀즈수에 따른 순간속도벡터와 시간평균 속도분포, 그리고 운동에너지를 구하였다. 또한 바닥면에서 공급되는 열유속의 변화에 따른 내부 유동장의 변화를 고려하여 캐비티 내부의 유동특성도 체계적으로 규명하였다. 캐비티 내부의 유동형태는 전체적으로 강제와류와 유사한 속도분포가 지배적이었다. 또한 바닥면이 가열될 경우에 열유속이 증가할수록 자연대류의 영향이 크게 나타났으며 발열량의 증가에 따른 부력의 영향이 크게 나타났다.

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충돌 Jet에서 Rod 형상에 따른 유동특성의 PIV 계측에 의한 연구 (A Study on the Flow Characteristics according to the Shapes of Rod on Impinging Jet by PIV Measurement)

  • 나우정;정진도;송민근;이상범;손승우;주은선
    • Journal of Advanced Marine Engineering and Technology
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    • 제28권1호
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    • pp.152-161
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    • 2004
  • The thermal load is a very important problem to be solved in many industrial systems including the electronic equipment. Impinging Jets have been known to provide a large heat transfer rates on surface for many years. The turbulence enhancement of fluid flow is requested for the efficiency elevation of heat transfer. A study on flow fields by rods attached to the wall surface as a promoter of turbulence enhancement has been carried out. The exact analysis on chracteristics of impinging jet field is requested to obtain the optimum design of the impinging jet system. By visualizing the flow field and processing the high digital image by computer PIV can afford exact data on the velocity vector kinetic energy and turbulence intensity in the complex turbulence field. In this study. three kinds of rod shape such as square. triangle. and semicircle are selected as the turbulence promoter. Nozzle diameters are 10mm. 17mm. and 23mm. And the analysis of the flow characteristics due to the above rods is carried out at Re No. 2.000, 3.000. and 4,000 by PIV measurement. It is clarified that the rod setup is very useful to obtain the turbulence enhancement and the turbulence intensity according to the shapes of rod appears large in order of the shapes of rod such as square 〉 triangle 〉semicircle.

동일한 유입온도조건에서 R134a와 R22 적용 응축기의 특성비교 (Comparison of Condenser Characteristics using R134a and R22 under the Same Inlet Temperature Condition)

  • 강신헝;변주석;김창덕
    • 에너지공학
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    • 제15권3호
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    • pp.166-173
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    • 2006
  • 본 연구에서는 상용 냉동 공조기기에서 사용하고 있는 휜-관 열교환기에서 R22와 이의 대체냉매로 채용하고 있는 R134a 압력강하와 열전달 특성에 대해 실험적으로 연구하였다. 실험은 입구온도 $60^{\circ}C$, 질량유량 $150,\;200,\;250\;kg/m^{2}s$의 범위에 대해 수행하였다. 이때 공기의 유입조건은 전구온도 $35^{\circ}C$, 상대습도 40%, 공기유속은 $0.68{\sim}1.6m/s$이다. 실험 결과 응축기 출구의 과냉도를 $5^{\circ}C$로 유지한 경우 Rl34a의 필요공기유속은 R22보다 5.9%작게 나타났으며, R134a의 압력강하는 R22보다 $18.1{\sim}20.4%$의 범위 내에서 크게 나타났다.

직접접촉식 액-빙 열교환기의 전열특성에 관한 실험적 연구 (An Experimental Study on the Thermal Characteristics of Direct Contact Liquid-Ice Heat Exchanger)

  • 이채문;박정원;김동훈
    • 태양에너지
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    • 제16권2호
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    • pp.65-77
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    • 1996
  • 동적형 빙축열 시스템의 빙축열조에서 세가지 얼음충진율에 대해 분산유체의 유온, 유량을 변화시켜 용융실험을 행하였다. 빙축열조에 분산되는 분산유체의 온도가 높고 유량이 많을수록 빙축열조 내의 온도성층화 현상도 뚜렸하였고 온도성층화에 돌입하는 시간이 단축되었다. 분산유체의 유량이 많을 때는 잠열이 방출되는 시기에 걸쳐서 빙축열조 내의 온도안정화 현상이 나타나고 온도안정화에 소요되는 시간도 단축되었다. 그러나 얼음의 용융이 끝난 후는 유량이 적을 때가 온도성층화 현상이 뚜렸하였다. 빙축열조 얼음충진율이 높을 때 온도성층화에 소요되는 시간이 길었으며 빙축열조 내 온도분포는 안정되었고 빙축열조의 벽면 영향으로 인해 빙축열조 상부의 온도가 높게 나왔다. 실험초기온도를 유지하는 기간은 빙축열조 내의 얼음이 존재하는 기간과 일치하였다. 빙축열조 내의 평균온도 상승은 분산유체의 유량이 많고 온도가 높을수록 일찍 상승하였다. 총방열에너지에 대한 잠열에너지($E/E_{ot}$)의 시간에 대한 변화비는 분산유체의 온도가 동일한 조건에서 유량이 많을수록, 분산유체의 온도가 높을수록 큰 값으로 나타났다.

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지하수 관개에 의한 수도의 멸준양상과 그 방지책에 관한 연구 (Studies on the Rice Yield Decreased by Ground Water Irrigation and Its Preventive Methods)

  • 한욱동
    • 한국농공학회지
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    • 제16권1호
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    • pp.3225-3262
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    • 1974
  • The purposes of this thesis are to clarify experimentally the variation of ground water temperature in tube wells during the irrigation period of paddy rice, and the effect of ground water irrigation on the growth, grain yield and yield components of the rice plant, and, furthermore, when and why the plant is most liable to be damaged by ground water, and also to find out the effective ground water irrigation methods. The results obtained in this experiment are as follows; 1. The temperature of ground water in tube wells varies according to the location, year, and the depth of the well. The average temperatures of ground water in a tubewells, 6.3m, 8.0m deep are $14.5^{\circ}C$ and $13.1^{\circ}C$, respercively, during the irrigation period of paddy rice (From the middle of June to the end of September). In the former the temperature rises continuously from $12.3^{\circ}C$ to 16.4$^{\circ}C$ and in the latter from $12.4^{\circ}C$ to $13.8^{\circ}C$ during the same period. These temperatures are approximately the same value as the estimated temperatures. The temperature difference between the ground water and the surface water is approximately $11^{\circ}C$. 2. The results obtained from the analysis of the water quality of the "Seoho" reservoir and that of water from the tube well show that the pH values of the ground water and the surface water are 6.35 and 6.00, respectively, and inorganic components such as N, PO4, Na, Cl, SiO2 and Ca are contained more in the ground water than in the surface water while K, SO4, Fe and Mg are contained less in the ground water. 3. The response of growth, yield and yield components of paddy rice to ground water irrigation are as follows; (l) Using ground water irrigation during the watered rice nursery period(seeding date: 30 April, 1970), the chracteristics of a young rice plant, such as plant height, number of leaves, and number of tillers are inferior to those of young rice plants irrigated with surface water during the same period. (2) In cases where ground water and surface water are supplied separately by the gravity flow method, it is found that ground water irrigation to the rice plant delays the stage at which there is a maximum increase in the number of tillers by 6 days. (3) At the tillering stage of rice plant just after transplanting, the effect of ground water irrigation on the increase in the number of tillers is better, compared with the method of supplying surface water throughout the whole irrigation period. Conversely, the number of tillers is decreased by ground water irrigation at the reproductive stage. Plant height is extremely restrained by ground water irrigation. (4) Heading date is clearly delayed by the ground water irrigation when it is practised during the growth stages or at the reproductive stage only. (5) The heading date of rice plants is slightly delayed by irrigation with the gravity flow method as compared with the standing water method. (6) The response of yield and of yield components of rice to ground water irrigation are as follows: \circled1 When ground water irrigation is practised during the growth stages and the reproductive stage, the culm length of the rice plant is reduced by 11 percent and 8 percent, respectively, when compared with the surface water irrigation used throughout all the growth stages. \circled2 Panicle length is found to be the longest on the test plot in which ground water irrigation is practised at the tillering stage. A similar tendency as that seen in the culm length is observed on other test plots. \circled3 The number of panicles is found to be the least on the plot in which ground water irrigation is practised by the gravity flow method throughout all the growth stages of the rice plant. No significant difference is found between the other plots. \circled4 The number of spikelets per panicle at the various stages of rice growth at which_ surface or ground water is supplied by gravity flow method are as follows; surface water at all growth stages‥‥‥‥‥ 98.5. Ground water at all growth stages‥‥‥‥‥‥62.2 Ground water at the tillering stage‥‥‥‥‥ 82.6. Ground water at the reproductive stage ‥‥‥‥‥ 74.1. \circled5 Ripening percentage is about 70 percent on the test plot in which ground water irrigation is practised during all the growth stages and at the tillering stage only. However, when ground water irrigation is practised, at the reproductive stage, the ripening percentage is reduced to 50 percent. This means that 20 percent reduction in the ripening percentage by using ground water irrigation at the reproductive stage. \circled6 The weight of 1,000 kernels is found to show a similar tendency as in the case of ripening percentage i. e. the ground water irrigation during all the growth stages and at the reproductive stage results in a decreased weight of the 1,000 kernels. \circled7 The yield of brown rice from the various treatments are as follows; Gravity flow; Surface water at all growth stages‥‥‥‥‥‥514kg/10a. Ground water at all growth stages‥‥‥‥‥‥428kg/10a. Ground water at the reproductive stage‥‥‥‥‥‥430kg/10a. Standing water; Surface water at all growh stages‥‥‥‥‥‥556kg/10a. Ground water at all growth stages‥‥‥‥‥‥441kg/10a. Ground water at the reproductive stage‥‥‥‥‥‥450kg/10a. The above figures show that ground water irrigation by the gravity flow and by the standing water method during all the growth stages resulted in an 18 percent and a 21 percent decrease in the yield of brown rice, respectively, when compared with surface water irrigation. Also ground water irrigation by gravity flow and by standing water resulted in respective decreases in yield of 16 percent and 19 percent, compared with the surface irrigation method. 4. Results obtained from the experiments on the improvement of ground water irrigation efficiency to paddy rice are as follows; (1) When the standing water irrigation with surface water is practised, the daily average water temperature in a paddy field is 25.2$^{\circ}C$, but, when the gravity flow method is practised with the same irrigation water, the daily average water temperature is 24.5$^{\circ}C$. This means that the former is 0.7$^{\circ}C$ higher than the latter. On the other hand, when ground water is used, the daily water temperatures in a paddy field are respectively 21.$0^{\circ}C$ and 19.3$^{\circ}C$ by practising standing water and the gravity flow method. It can be seen that the former is approximately 1.$0^{\circ}C$ higher than the latter. (2) When the non-water-logged cultivation is practised, the yield of brown rice is 516.3kg/10a, while the yield of brown rice from ground water irrigation plot throughout the whole irrigation period and surface water irrigation plot are 446.3kg/10a and 556.4kg/10a, respectivelely. This means that there is no significant difference in yields between surface water irrigation practice and non-water-logged cultivation, and also means that non-water-logged cultivation results in a 12.6 percent increase in yield compared with the yield from the ground water irrigation plot. (3) The black and white coloring on the inside surface of the water warming ponds has no substantial effect on the temperature of the water. The average daily water temperatures of the various water warming ponds, having different depths, are expressed as Y=aX+b, while the daily average water temperatures at various depths in a water warming pond are expressed as Y=a(b)x (where Y: the daily average water temperature, a,b: constants depending on the type of water warming pond, X; water depth). As the depth of water warning pond is increased, the diurnal difference of the highest and the lowest water temperature is decreased, and also, the time at which the highest water temperature occurs, is delayed. (4) The degree of warming by using a polyethylene tube, 100m in length and 10cm in diameter, is 4~9$^{\circ}C$. Heat exchange rate of a polyethylene tube is 1.5 times higher than that or a water warming channel. The following equation expresses the water warming mechanism of a polyethylene tube where distance from the tube inlet, time in day and several climatic factors are given: {{{{ theta omega (dwt)= { a}_{0 } (1-e- { x} over { PHI v })+ { 2} atop { SUM from { { n}=1} { { a}_{n } } over { SQRT { 1+ {( n omega PHI) }^{2 } } } } LEFT { sin(n omega t+ { b}_{n }+ { tan}^{-1 }n omega PHI )-e- { x} over { PHI v }sin(n omega LEFT ( t- { x} over {v } RIGHT ) + { b}_{n }+ { tan}^{-1 }n omega PHI ) RIGHT } +e- { x} over { PHI v } theta i}}}}{{{{ { theta }_{$\infty$ }(t)= { { alpha theta }_{a }+ { theta }_{ w'} +(S- { B}_{s } ) { U}_{w } } over { beta } , PHI = { { cpDU}_{ omega } } over {4 beta } }}}} where $\theta$$\omega$; discharged water temperature($^{\circ}C$) $\theta$a; air temperature ($^{\circ}C$) $\theta$$\omega$';ponded water temperature($^{\circ}C$) s ; net solar radiation(ly/min) t ; time(tadian) x; tube length(cm) D; diameter(cm) ao,an,bn;constants determined from $\theta$$\omega$(t) varitation. cp; heat capacity of water(cal/$^{\circ}C$ ㎥) U,Ua; overall heat transfer coefficient(cal/$^{\circ}C$ $\textrm{cm}^2$ min-1) $\omega$;1 velocity of water in a polyethylene tube(cm/min) Bs ; heat exchange rate between water and soil(ly/min)

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