• 제목/요약/키워드: 3D Based

검색결과 15,822건 처리시간 0.049초

괴산군 지역 농업 생태계의 곤충 다양성 비교 분석 (Comparative Insect Biodiversity Analyses on the Agricultural Ecosystems of Goesan District of Korea)

  • 김훈;순옌;이승민;구본진;구윤모;김태연;문명진
    • 한국유기농업학회지
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    • 제29권4호
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    • pp.539-559
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    • 2021
  • 본 연구는 2016년부터 2018년까지 충청북도 괴산군 일대의 조사지역에서 관행농법 및 유기농법을 시행하는 경작지의 논과 밭을 대상으로 작물 생육 기간 중 출현하는 곤충류(거미류 포함)를 지속적으로 채집하여 농업 생태계의 생물 다양성을 모니터링하였고 농법의 차이에 따른 생물 군집의 변이를 분석하였다. 총 3년간의 조사 기간 동안 25목 219과 1,138종의 곤충류가 채집되었는데, 유기농법을 시행하는 조사지에서 채집된 종 수는 관행농 조사지와 비교하여 논(650종 vs. 426종)과 밭(554종 vs. 404종) 모두에서 높은 종 다양성을 유지한 것으로 확인되었다. 곤충류의 종을 동정하고 채집된 개체 수를 통계 처리하여 목 수준에서 분류군을 비교한 결과, 노린재목에 이어 파리목, 벌목, 딱정벌레목, 거미목 순으로 높은 종 다양성이 관찰되었다. 한편, 현장 모니터링을 통해 채집된 종 및 개체의 정량적 측정을 통해 다양한 생물 다양도 지수를 비교한 결과, 유기농지의 종 다양도 지수(H')와 종균등도 지수(J'), 그리고 종 풍부도 지수(RI) 등이 모두 관행농지에 비해 높은 값을 나타내어, 유기농업이 곤충류 종 다양성에 미치는 긍정적인 효과가 입증되었다. 또한, 우점도 지수(DI)와 유사도 지수(QS) 분석 결과에서도 유기농법을 시행하는 농지의 생물 종 다양성이 관행농지에 비해 간섭받지 않고, 보다 독립적으로 유지됨을 확인할 수 있었다.

도시철도 침목플로팅궤도의 침목손상 원인 분석 (Cause Analysis for Sleeper Damage of Sleeper Floating Track in Urban Transit)

  • 최정열;신황성
    • 문화기술의 융합
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    • 제8권6호
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    • pp.667-674
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    • 2022
  • 침목플로팅궤도(STEDEF)의 콘크리트침목은 2개의 콘크리트블럭을 타이바로 연결하여 구성된 형태이며 침목방진패드 및 침목상자와 도상 콘크리트층에 매립되어 레일로 전달되는 열차하중을 지지하고 하중을 도상으로 분산시키는 역할을 수행하는 주요 궤도구성품이다. 침목방진패드는 열차의 반복운행에 따른 누적하중 증가, 장기간 사용에 따른 열화로 인해 재료적 성능이 저하되어 다른 궤도구성품의 손상을 유발할 수 있다. 실제 형상과 동일한 3D 모델링으로 운행하중 조건에서 발생되는 침목플로팅궤도구조의 거동을 파악하고, 수치해석을 통해 침목방진패드의 스프링강성 변화가 콘크리트침목의 손상에 미치는 영향을 분석하였다. 분석결과, 침목방진패드의 좌·우측 스프링강성 증가는 콘크리트침목의 최대 응력 및 인장응력, 변위는 증가하고 레일 직하부 침목의 최대 압축응력은 감소하며, 타이바접촉부 콘크리트에서 응력집중이 되는 것으로 분석되었다. 이는 현장조사결과의 콘크리트침목 손상유형과도 일치하는 것으로서 침목방진패드의 장기간 사용에 따른 스프링강성 변화는 콘크리트침목의 응력 증가를 초래할 수 있으며, 좌우 침목의 침하량의 차이가 증가되어 콘크리트침목의 손상에 영향을 미칠 수 있음을 해석적으로 입증하였다.

Quantification of the CO2 Footprint in Residential Construction

  • Don Mah;Juan D. Manrique;Haitao Yu;Mohamed Al-Hussein;Reza Nasseri
    • 국제학술발표논문집
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    • The 3th International Conference on Construction Engineering and Project Management
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    • pp.525-536
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    • 2009
  • The current residential process adheres to a traditional method of construction involving wood framing on-site on poured concrete foundations which has been widely applied in North America. A conventional residential construction process can include seventeen distinct stages ranging from stake-out to pre-occupancy inspection. The current practice possesses short comings including high construction material wastes, long scheduling timelines, adverse weather conditions, poor quality, low efficiencies and negative environmental impacts from transportation and equipment use. Over CAN $5 billion dollars was spent in the construction sector during 2007 in Canada. Previous findings in CO2 emissions during the construction process of a conventional dwelling emphasize more than 45 tonnes of CO2 emissions. Hence, in Alberta alone during 2007, almost 50,000 residential units would release more than two million tonnes of CO2. These numbers demonstrate the economical and environmental impact in building construction and its relationship with CO2 emissions. The aim of this paper is to quantify the CO2 emissions from the current residential construction process in order to establish the baseline for CO2 emission reduction opportunities. The quantification collection methodology will be approached by identifying the seventeen various stages of construction and quantifying the contributions of CO2 from specific activities and their impacts of work for each stage. The approach of separating these into separate stages for collection will allow for independent opportunities for analysis from various independent contractors from the entire scope of work. The use of BIM will be implemented to efficiently quantify CO2 emissions. Based on the CO2 quantification baseline, emission reduction opportunities such as an industrialized construction process will be introduced that allows homebuilders to reduce the environmental and economical impact of home construction while enabling them to produce higher quality, more energy efficient homes in a safer and shorter period of time.

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에지 클라우드 협동 이미지 처리기반 메타버스에서 스트리밍 가능한 저전력 AI 소프트웨어의 런타임 실행 (Low-Power Streamable AI Software Runtime Execution based on Collaborative Edge-Cloud Image Processing in Metaverse Applications)

  • 강명진;김호;박정원;양승범;윤준서;박대진
    • 한국정보통신학회논문지
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    • 제26권11호
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    • pp.1577-1585
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    • 2022
  • 최근 4차산업혁명과 함께 메타버스에 대한 관심이 증가하는 가운데, 메타버스를 구축하는 멀티 에지 기반의 구조가 제시된다. 메타버스는 멀티 에지 시스템에서 많은 양의 영상처리와 데이터 전송을 통해 디지털 의사와 같은 시스템을 만들어 낼 수 있는 구조이다. 하지만 에지는 부족한 연산능력이라는 제약이 있으므로, 런타임 스트리밍이 가능한 서비스제공을 위해서는, 에지에서만 이루어졌던 영상처리와 데이터 전송을 에지-클라우드 협동을 통해 처리하여 저전력 시스템을 구축해야한다. 많은 에지들이 연결되는 시스템에서는, 그 무엇보다도 에지 경량화를 통해 효율적인 전체 시스템의 경량화 및 소모전력의 감소를 이루어낼 수 있다. 본 논문에서는 원격영상 처리방법과 Region of Interest (RoI) 기법을 사용하여, AI 소프트웨어의 저전력 런타임 스트리밍이 가능해지는, 에지-클라우드 협동 메타버스 애플리케이션을 제안한다. 에지-클라우드 협동 메타버스의 구조는 PC와 임베디드 보드를 사용하여 구현하였으며, 본 논문의 후반부에서는 에지의 시간 감소와 그에따른 전력 소모, 네트워크 통신량 감소를 검증하였다.

개별요소법 기반의 삼차원 수치해석을 통한 절리성 암반의 강도특성 평가 (Assessment of Rock Mass Strength Using Three-Dimensional Numerical Analysis with the Distinct Element Method)

  • 배준봉;엄정기;정호영
    • 지질공학
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    • 제33권4호
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    • pp.573-586
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    • 2023
  • 절리성 암반은 절리 또는 연약면에 의해 역학적인 이방성이 발현될 수 있으며 절리성 암반의 강도 및 변형 특성에 대한 이해는 지질공학 현장에서 주된 관심사이다. 본 연구는 마찰재료로 채택된 석고를 이용하여 단일절리를 포함하는 시료를 성형하고 진삼축시험을 통하여 진삼축 조건의 강도 및 변형 특성을 고찰하였다. 동일한 조건에서 수행한 개별요소법 기반의 삼차원 수치해석은 진삼축시험을 통하여 검증되었으며 타당성이 확보되었다. 수치해석 결과는 절리의 방향성과 더불어 현장의 주응력 조건이 절리성 암반의 강도 및 변형 특성 연구에 있어서 필수적인 요소임을 지시한다. 수치해석을 통하여 절리의 경사각 변화에 따라 산정한 횡등방성 암반의 강도는 중간주응력이 강화함에 따라 유의미한 증가를 나타내며, 증가의 폭은 절리의 경사 조건에 큰 영향을 받는다. 또한, 절리의 경사방향과 두 수평 주응력 방향 간의 상대적인 관계는 횡등방성 암반의 강도특성을 좌우하는 요인이다. 두 개의 절리군을 포함하는 암반의 강도는 경사가 더욱 급한 절리군이 전체 암반의 강도를 좌우한다. 두 절리군 중 한 절리군의 연속성이 짧아 암교 효과를 발휘하면 연속성이 상대적으로 긴 절리군의 방향성이 전체 암반의 강도를 좌우할 수 있다. 절리성 암반에 대한 기존의 삼차원 파괴기준식은 적용성 측면에서 한계도 있지만, 수치해석이 이를 보완하는 데 유용하게 활용될 수 있다.

Investigation of thermal hydraulic behavior of the High Temperature Test Facility's lower plenum via large eddy simulation

  • Hyeongi Moon ;Sujong Yoon;Mauricio Tano-Retamale ;Aaron Epiney ;Minseop Song;Jae-Ho Jeong
    • Nuclear Engineering and Technology
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    • 제55권10호
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    • pp.3874-3897
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    • 2023
  • A high-fidelity computational fluid dynamics (CFD) analysis was performed using the Large Eddy Simulation (LES) model for the lower plenum of the High-Temperature Test Facility (HTTF), a ¼ scale test facility of the modular high temperature gas-cooled reactor (MHTGR) managed by Oregon State University. In most next-generation nuclear reactors, thermal stress due to thermal striping is one of the risks to be curiously considered. This is also true for HTGRs, especially since the exhaust helium gas temperature is high. In order to evaluate these risks and performance, organizations in the United States led by the OECD NEA are conducting a thermal hydraulic code benchmark for HTGR, and the test facility used for this benchmark is HTTF. HTTF can perform experiments in both normal and accident situations and provide high-quality experimental data. However, it is difficult to provide sufficient data for benchmarking through experiments, and there is a problem with the reliability of CFD analysis results based on Reynolds-averaged Navier-Stokes to analyze thermal hydraulic behavior without verification. To solve this problem, high-fidelity 3-D CFD analysis was performed using the LES model for HTTF. It was also verified that the LES model can properly simulate this jet mixing phenomenon via a unit cell test that provides experimental information. As a result of CFD analysis, the lower the dependency of the sub-grid scale model, the closer to the actual analysis result. In the case of unit cell test CFD analysis and HTTF CFD analysis, the volume-averaged sub-grid scale model dependency was calculated to be 13.0% and 9.16%, respectively. As a result of HTTF analysis, quantitative data of the fluid inside the HTTF lower plenum was provided in this paper. As a result of qualitative analysis, the temperature was highest at the center of the lower plenum, while the temperature fluctuation was highest near the edge of the lower plenum wall. The power spectral density of temperature was analyzed via fast Fourier transform (FFT) for specific points on the center and side of the lower plenum. FFT results did not reveal specific frequency-dominant temperature fluctuations in the center part. It was confirmed that the temperature power spectral density (PSD) at the top increased from the center to the wake. The vortex was visualized using the well-known scalar Q-criterion, and as a result, the closer to the outlet duct, the greater the influence of the mainstream, so that the inflow jet vortex was dissipated and mixed at the top of the lower plenum. Additionally, FFT analysis was performed on the support structure near the corner of the lower plenum with large temperature fluctuations, and as a result, it was confirmed that the temperature fluctuation of the flow did not have a significant effect near the corner wall. In addition, the vortices generated from the lower plenum to the outlet duct were identified in this paper. It is considered that the quantitative and qualitative results presented in this paper will serve as reference data for the benchmark.

Automated Measurement of Native T1 and Extracellular Volume Fraction in Cardiac Magnetic Resonance Imaging Using a Commercially Available Deep Learning Algorithm

  • Suyon Chang;Kyunghwa Han;Suji Lee;Young Joong Yang;Pan Ki Kim;Byoung Wook Choi;Young Joo Suh
    • Korean Journal of Radiology
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    • 제23권12호
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    • pp.1251-1259
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    • 2022
  • Objective: T1 mapping provides valuable information regarding cardiomyopathies. Manual drawing is time consuming and prone to subjective errors. Therefore, this study aimed to test a DL algorithm for the automated measurement of native T1 and extracellular volume (ECV) fractions in cardiac magnetic resonance (CMR) imaging with a temporally separated dataset. Materials and Methods: CMR images obtained for 95 participants (mean age ± standard deviation, 54.5 ± 15.2 years), including 36 left ventricular hypertrophy (12 hypertrophic cardiomyopathy, 12 Fabry disease, and 12 amyloidosis), 32 dilated cardiomyopathy, and 27 healthy volunteers, were included. A commercial deep learning (DL) algorithm based on 2D U-net (Myomics-T1 software, version 1.0.0) was used for the automated analysis of T1 maps. Four radiologists, as study readers, performed manual analysis. The reference standard was the consensus result of the manual analysis by two additional expert readers. The segmentation performance of the DL algorithm and the correlation and agreement between the automated measurement and the reference standard were assessed. Interobserver agreement among the four radiologists was analyzed. Results: DL successfully segmented the myocardium in 99.3% of slices in the native T1 map and 89.8% of slices in the post-T1 map with Dice similarity coefficients of 0.86 ± 0.05 and 0.74 ± 0.17, respectively. Native T1 and ECV showed strong correlation and agreement between DL and the reference: for T1, r = 0.967 (95% confidence interval [CI], 0.951-0.978) and bias of 9.5 msec (95% limits of agreement [LOA], -23.6-42.6 msec); for ECV, r = 0.987 (95% CI, 0.980-0.991) and bias of 0.7% (95% LOA, -2.8%-4.2%) on per-subject basis. Agreements between DL and each of the four radiologists were excellent (intraclass correlation coefficient [ICC] of 0.98-0.99 for both native T1 and ECV), comparable to the pairwise agreement between the radiologists (ICC of 0.97-1.00 and 0.99-1.00 for native T1 and ECV, respectively). Conclusion: The DL algorithm allowed automated T1 and ECV measurements comparable to those of radiologists.

淸州 및 報恩地方의 頭首工洪水災害에 關한 調査硏究(II) -災害原因 및 對策方案을 中心으로- (A Study on the Damages of Head Works by the Storm Flood in the Area of Cheong Ju and Boeun -Emphasis onFactors Influenced on the Disasters and their Countermeasures-)

  • 남성우;김철기
    • 한국농공학회지
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    • 제24권2호
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    • pp.49-55
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    • 1982
  • The purpose of this study is to classify the factors influenced on the damages of head works suffered from the storm flood occurred on July 22 1980 in both Musim and Bochong rivers and to find out an integral counter measures against the causes influenced on the disaster of head works in the engineering aspect of planning, design, construction and maintenance. In this survey, number of samples was taken 25 head Works, and the counter measures against the causes of their disasters summarized was as follows, 1. In the aspect of planning a. As the flood water level after the establishment of head works is more increased than the level before setting of head works owing to having more gentle slope of river bed between the head works than nature slope of river bed. Number of head works should be reduced for the appropriate annexation of them b. In the place where head works is established on the curved point of levee, the destruction of levee becomes severe by the strong deflective current. Therefore the setting of head works on the curved point should be kept off as long as possible and in case of unavoidable circumstances the construction method such as reinforced concrete wall or stone wall filed with concrete and anchored bank revetments should be considered. 2. In the aspect of design a. As scoring phenomena at up stream is serious around the weir Where the concentration of strong current is present in such a place, up stream apron having impermeability should be designed to resist and prevent scoring. b. As the length of apron and protected bed is too short to prevent scoring as down stream bed, the design length should be taken somewhat more than the calculated value, but in the case the calculated length becomes too long to be profitable, a device of water cushion should be considered. c. The structure of protected river bed should be improved to make stone mesh bags fixed to apron and to have vinyl mattress laid on river bed together with the improvement for increasing the stability of stone mesh bags and preventing the sucked sand from the river bed. d. As the shortage of cut-off length, especialy in case of the cutoffs conneting both shore sides of river makes the cause of destruction of embankment and weir body, the culculation of cut-off length should be taken enough length based on seepage length. 3. In the aspect of design and constructions a. The overturing destruction of weir by piping action was based on the jet water through cracks at the construction and expansion joints. therefore the expansion joint should be designed and constructed with the insertion of water proof plate and asphalt filling, and the construction joint, with concaved shape structure and steel reinforcement. b. As the wrong design and construction of the weep holes on apron will cause water piping and weir destruction, the design and construction of filter based on the rule of filter should be kept for weep holes. c. The wrong design and construction of bank revetment caused the severe destruction of levee and weir body resulting from scoring and impulse by strong current and formation of water route behind the revetment. Therefore bank revetment should be designod and constructed with stone wall filled with concrete and anchored, or reinforced concrete wall to prevent the formation of water flow route behind the wall and to resist against the scoring and impulse of strong stream. 4. In the aspect of maintenance When the damaged parts occurred at head works the authorities and farmers concerned should find and mend them as soon as possible with mutual cooperation, and on the other hand public citizen should be guided for good use of public property.

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디지털미디어 환경(環境)에서 디자인 특성(特性)에 관한 연구(硏究) - 실내제품(室內製品) 디자인을 중심으로 - (A Destructive Method in the Connection of the Algorithm and Design in the Digital media - Centered on the Rapid Prototyping Systems of Product Design -)

  • 김석화
    • 조형예술학연구
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    • 제5권
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    • pp.87-129
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    • 2003
  • The purpose of this thesis is to propose a new concept of design of the 21st century, on the basis of the study on the general signification of the structures and the signs of industrial product design, by examining the difference between modern and post-modern design, which is expected to lead the users to different design practice and interpretation of it. The starting point of this study is the different styles and patterns of 'Gestalt' in the post-modern design of the late 20th century from modern design - the factor of determination in industrial product design. That is to say, unlike functional and rational styles of modern product design, the late 20th century is based upon the pluralism characterized by complexity, synthetic and decorativeness. So far, most of the previous studies on design seem to have excluded visual aspects and usability, focused only on effective communication of design phenomena. These partial studies on design, blinded by phenomenal aspects, have resulted in failure to discover a principle of fundamental system. However, design varies according to the times; and the transformation of design is reflected in Design Pragnanz to constitute a new text of design. Therefore, it can be argued that Design Pragnanz serves as an essential factor under influence of the significance of text. In this thesis, therefore, I delve into analysis of the 20th century product design, in the light of Gestalt theory and Design Pragnanz, which have been functioning as the principle of the past design. For this study, I attempted to discover the fundamental elements in modern and post-modern designs, and to examine the formal structure of product design, the users' aesthetic preference and its semantics, from the integrative viewpoint. Also, with reference to history and theory of design my emphasis is more on fundamental visual phenomena than on structural analysis or process of visualization in product design, in order to examine the formal properties of modern and post-modern designs. Firstly, In Chapter 1, 'Issues and Background of the Study', I investigated the Gestalt theory and Design Pragnanz, on the premise of formal distinction between modern and post-modern designs. These theories are founded upon the discussion on visual perception of Gestalt in Germany in 1910's, in pursuit of the principle of perception centered around visual perception of human beings. In Chapter 2, I dealt with functionalism of modern design, as an advance preparation for the further study on the product design of the late 20th century. First of all, in Chapter 2-1, I examined the tendency of modern design focused on functionalism, which can be exemplified by the famous statement 'Form follows function'. Excluding all unessential elements in design - for example, decoration, this tendency has attained the position of the international style based on the spirit of Bauhause - universality and regularity - in search of geometric order, standardization and rationalization. In Chapter 2-2, I investigated the anthropological viewpoint that modern design started representing culture in a symbolic way including overall aspects of the society - politics, economics and ethics, and its criticism on functionalist design that aesthetic value is missing in exchange of excessive simplicity in style. Moreover, I examined the pluralist phenomena in post-modern design such as kitsch, eclecticism, reactionism, hi-tech and digital design, breaking away from functionalist purism of modern design. In Chapter 3, I analyzed Gestalt Pragnanz in design in a practical way, against the background of design trends. To begin with, I selected mass product design among those for the 20th century products as a target of analysis, highlighting representative styles in each category of the products. For this analysis, I adopted the theory of J. M Lehnhardt, who gradated in percentage the aesthetic and semantic levels of Pragnantz in design expression, and that of J. K. Grutter, who expressed it in a formula of M = O : C. I also employed eight units of dichotomies, according to the G. D. Birkhoff's aesthetic criteria, for the purpose of scientific classification of the degree of order and complexity in design; and I analyzed phenomenal aspects of design form represented in each unit. For Chapter 4, I executed a questionnaire about semiological phenomena of Design Pragnanz with 28 units of antonymous adjectives, based upon the research in the previous chapter. Then, I analyzed the process of signification of Design Pragnanz, founded on this research. Furthermore, the interpretation of the analysis served as an explanation to preference, through systematic analysis of Gestalt and Design Pragnanz in product design of the late 20th century. In Chapter 5, I determined the position of Design Pragnanz by integrating the analyses of Gestalt and Pragnanz in modern and post-modern designs In this process, 1 revealed the difference of each Design Pragnanz in formal respect, in order to suggest a vision of the future as a result, which will provide systemic and structural stimulation to current design.

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높은 아치형 지중강판 구조물의 시공 중 거동 분석 (Behaviors of the High-profile Arch Soil-steel Structure During Construction)

  • 이종구;조성민;김경석;김명모
    • 한국지반공학회논문집
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    • 제19권6호
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    • pp.71-84
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    • 2003
  • 지중강판 구조물은 강판부재 내에 발생하는 휨모멘트에는 매우 취약하기 때문에 그 주변을 양질의 흙으로 뒷채움하여 주변 흙과의 상호작용에 의하여 상부에 작용하는 하중을 지지한다. 그러나, 구조물 측면을 뒷채움할 때나 최소토피고를 확보하지 못한 상태에서 활하중이 작용할 때에는 강판부재내에 과도한 모멘트가 발생할 수 있다. 현재 설계기준에서는 허용변형량을 제시하여 시공 중에 과도한 변형이 발생하는 것을 방지하고 있으며 Duncan(1979)과 McGrath 등(2001)은 강도해석법을 제안하여 시공 중에 발생하는 모멘트를 강판의 소성강도 이내로 제한하고 있지만, 허용변형량은 경험적으로 규정한 값이고 강도해석에 의한 구조 안정성 검토는 유한요소 해석결과를 바탕으로 제안되었기 때문에 이들에 대하여 실험적 검증이 필요하다. 이 연구에서는 높은 아치형 구조물에 대한 실규모 현장시험을 실시하여 시공 중 거동과 활하중에 대한 하중지지 거동을 분석하였다. 시험결과를 바탕으로 시험시공 구조물의 허용변형량을 '높이의 1.45%' 로 추정할 수 있었는데 이는 설계기준의 허용값인 '높이의 2%' 보다 작은 값이었다. 또한, 계측결과를 Duncan과 McGrath 등이 제안한 강도해석결과와 비교하여 Duncan은 성토하중에 의한 모멘트는 과소평가하고 활하중 모멘트는 과대평가 하지만 McGrath 등은 두 값을 모두 실제와 근접하게 예측함을 알 수 있었다. 그러나, 두 방법에 의한 소성힌지에 대한 안전율은 실제 안전율과 잘 일치하여 두 방법 모두 시공 중에 작용하는 활하중에 대한 구조 안정성을 적절히 평가할 수 있음을 확인하였다.나 길항력(6.4 ㎜)은 남아있었다. 또한 분자량 10kDa 이하의 분획에서는 chitinase 활성은 없으나 길항력(5.2㎜)은 나타내었고, 80℃에서 열처리하여도 길항력(5.0mm)이 남아있어 효소 이외 다른 생리활성물질이 존재함을 확인하였다.rin, (+)-taxifolin 3-O--$\beta$-D-glucopyranoside, (+)-catechin 및 benzoic acid의 함량은 건조 및 처리 온도가 증가할 수록 감소하는 양상을 나타내었다.tier taste and the Doenjang with P. japonica Powder had the least sweet taste. In the flavor and overall Preference, the Doenjang with P. japonica powder was the lowestEX>로 측정되었고, 계사내 지붕의 표면 온도는 최고 $29^{\circ}C$가 측정되었다. 계사 내 표면 온도 및 닭의 표면 온도는 계사내 공기온도의 영향을 많이 받는 것으로 나타났다.ill in a good agreement with those predicted by Rohsenow's formula, which was based on nucleate boiling. For the condenser, the wall temperatures were practically uniform, and the measured values of condensation heat transfer coefficient were 1.7 times