• 제목/요약/키워드: Energy pile

검색결과 222건 처리시간 0.032초

건물일체형 지열히트펌프시스템의 난방 성능 분석 (Heating Performance Analysis of Building Integrated Geothermal System)

  • 김상진;이진욱;김태연;이승복
    • 한국태양에너지학회:학술대회논문집
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    • 한국태양에너지학회 2012년도 춘계학술발표대회 논문집
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    • pp.206-210
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    • 2012
  • Ground source heat pump is a central heating and cooling system that pumps heat to or from the ground. Building Integrated Geothermal system used in this experiment is one of the Ground Source Heat Pump Systems which utilize energy pile. The purpose of this study is to evaluate heating performance of the system. The building is a low-energy experiment apartment in Yonsei University Songdo Campus and the subject is one of the energy reduced houses in this apartment. In the experiment, indoor temperature, outdoor temperature and the inlet and outlet temperature of ground heat exchanger and subject model, were measured. Then the heat pump's Coefficient of performance(COP) of the heat pump was calculated. As a result, the COP of heat pump is 4-5. Although the depth of the ground heat exchanger in this experiment is shallower than usual heat exchanger, the result of heating performance of this system was good as well.

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Flow-3D 모형을 이용한 해상풍력기초 세굴현상 분석 (Analysis of Scour Phenomenon around Offshore Wind Foundation using Flow-3D Model)

  • 박영진;김태원
    • 한국산학기술학회논문지
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    • 제18권11호
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    • pp.690-696
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    • 2017
  • 국내 외에서 다양한 형태의 석유 대체에너지는 온실효과 가스를 배출하지 않는 청정에너지로 개발되고 있으며, 특히 해상풍력은 풍력 자원이 풍부하고 육상보다 풍력 감소가 상대적으로 작아 다양하게 연구되고 있다. 본 연구에서는 해상풍력기초의 세굴현상을 분석하기 위해서 Flow-3D 모형을 이용하여 모노 파일과 삼각대 파일 기초에 대하여 수치모의를 수행하였다. 직경이 다른(D=5.0 m, d=1.69 m) 모노 파일 형식과 직경이 동일한(D=5.0 m) 모노파일에 대하여 세굴현상을 평가하였다. 수치해석 결과, 동일한 직경을 가진 모노파일에서 하강류가 증가되었으며, 최대세굴심은 약 1.7배 이상 발생하였다. 삼각대 파일에 대하여 관측유속과 극치파랑 조건을 상류경계조건으로 각각 적용한 후 세굴현상을 평가하였다. 극치파랑조건을 적용한 경우 최대 세굴심은 약 1.3배 정도 깊게 발생하였다. LES 모형을 적용하였을 경우 세굴심은 평형상태에 도달한 반면, RNG $k-{\epsilon}$ 모형은 해석영역 내 전반적으로 세굴현상이 발생하였으며, 세굴심은 평형상태에 도달하지 않았다. 해상풍력기초에 대하여 세굴현상을 평가하기 위해서 수치모형 적용시 파랑조건 및 LES 난류모형을 적용하는 것이 타당할 것으로 판단된다.

풍화암에 근입된 장대 현장타설말뚝의 동재하시험 사례연구 (A Case Study on the Dynamic Loading Tests of Large Diameter - Long Drilled Shafts into Weathered Rock)

  • 석정우;조천환;지완구;박민철;윤정섭
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.486-493
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    • 2006
  • This paper deals with the procedure and the results on the dynamic loading tests of two large diameter - long drilled shafts (diameter=2.0m, length=75m) which were embedded into weathered rocks through thick soft marine clays and sandy gravels. Prior to the real dynamic loading test, the numerical simulation for the test procedure was performed to check the structural stability of the main pile body using equivalent static elastic analysis and the application of the hammer system using WEAP (Wave Equation Analysis of Pile Driving). Through these preliminary analyses the dynamic loading tests on large diameter - long drilled shafts have been successfully achieved.

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핵연료 시험용 노내조사시험설비의 설계 현황 (The Design Status of the Irradiation Facility for Fuel Test)

  • 박국남;심봉식;안성호;유성연
    • 대한설비공학회:학술대회논문집
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    • 대한설비공학회 2007년도 동계학술발표대회 논문집
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    • pp.310-315
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    • 2007
  • The FTL has been developed to be able to irradiate test fuels at the irradiation hole(IR1 hole) by considering its utility and user's irradiation requirements. FTL consists of In-Pile Test Section (IPS) and Out-of-Pile System (OPS). Test condition in IPS such as pressure, temperature and the water quality, can be controlled by OPS. For safety assurance IPS is designed to have dual stainless steel pressure vessel and OPS is composed of main cooling water system, emergency cooling water system, LMP(letdown, make-up, purification) system, etc. FTL Conceptual design was set up in 2001, basic design had completed including a design requirement, basic piping & instrument diagram (P&ID), and the detail design in 2004. In 2005, the development team carried out purchase and manufacture hardware and make a contract for construction work. FTL construction work began on August, 2006 and ended on March, 2007. After FTL development which is expected to be finished by 2008, FTL will be used for the irradiation test of the new PWR-type fuel and can maximize the usage of HANARO.

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MODELING OF INTERACTION LAYER GROWTH BETWEEN U-Mo PARTICLES AND AN Al MATRIX

  • Kim, Yeon Soo;Hofman, G.L.;Ryu, Ho Jin;Park, Jong Man;Robinson, A.B.;Wachs, D.M.
    • Nuclear Engineering and Technology
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    • 제45권7호
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    • pp.827-838
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    • 2013
  • Interaction layer growth between U-Mo alloy fuel particles and Al in a dispersion fuel is a concern due to the volume expansion and other unfavorable irradiation behavior of the interaction product. To reduce interaction layer (IL) growth, a small amount of Si is added to the Al. As a result, IL growth is affected by the Si content in the Al matrix. In order to predict IL growth during fabrication and irradiation, empirical models were developed. For IL growth prediction during fabrication and any follow-on heating process before irradiation, out-of-pile heating test data were used to develop kinetic correlations. Two out-of-pile correlations, one for the pure Al matrix and the other for the Al matrix with Si addition, respectively, were developed, which are Arrhenius equations that include temperature and time. For IL growth predictions during irradiation, the out-of-pile correlations were modified to include a fission-rate term to consider fission enhanced diffusion, and multiplication factors to incorporate the Si addition effect and the effect of the Mo content. The in-pile correlation is applicable for a pure Al matrix and an Al matrix with the Si content up to 8 wt%, for fuel temperatures up to $200^{\circ}C$, and for Mo content in the range of 6 - 10wt%. In order to cover these ranges, in-pile data were included in modeling from various tests, such as the US RERTR-4, -5, -6, -7 and -9 tests and Korea's KOMO-4 test, that were designed to systematically examine the effects of the fission rate, temperature, Si content in Al matrix, and Mo content in U-Mo particles. A model converting the IL thickness to the IL volume fraction in the meat was also developed.

지반굴착에 소요되는 전기에너지와 표준관입시험 N값과의 상관관계 연구 II : 적용성 평가(현장시험시공) (A Study of Correlation between SPT N-value and Exerted Electrical Energy Required for Ground Drilling II : Application Study (Field Pilot Test))

  • 최창호
    • 한국지반신소재학회논문집
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    • 제11권4호
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    • pp.55-62
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    • 2012
  • 본 적용성 평가 연구에서는 기초연구에서 제안된 지반굴착시 소요되는 전기에너지와 지반의 표준관입시험 N값에 대한 상관식의 타당성을 검증하기 위하여 전류값과 굴착깊이 계측을 위한 측정센서와 데이터 저장시스템을 개발하였으며, 현장시험시공을 수행하였다. 현장시험시공에서 계측된 전류값과 굴착속도는 상관식을 사용하여 표준관입시험 N값 추정에 이용되었으며, 추정한 표준관입시험 N값은 지반조사로부터 실측된 N값과 비교하였다. 현장시험시공 결과 지반굴착에 소요되는 전기에너지는 표준관입시험 N값을 추정하는 지표로 활용될 수 있으며, 말뚝기초의 선단위치를 결정하는 시공관리 자료로 활용될 수 있음을 확인하였다.

복사패널이 적용된 건물일체형 지열원 시스템의 난방성능 분석 (Heating Performance Analysis of Building Integrated Geothermal System With Radiant Floor Heating)

  • 김상진;이진욱;김태연;이승복
    • 한국태양에너지학회 논문집
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    • 제32권5호
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    • pp.25-30
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    • 2012
  • Ground source heat pumps(GSHPs) are among the most efficient and comfortable heating and cooling technologies currently available, because they use the earth's natural heat to provide heating, cooling, and often, water heating. And Building Integrated Geothermal System(BIGS) is one of GSHPs which install ground heat exchanger(GHE) in energy pile without borehole to save the investment cost. Therefore, the experiment is to evaluate the heating performance of BIGS in Korea. The experimental results indicate that the average heat pump COP and overall system's COP values are approximately 4.4 and 3.0 in one week. This study shows that the BIGS could be used for heating in Korea.

Development of long-term irradiation testing technology at HANARO

  • Choo, Kee Nam;Yang, Seong Woo;Park, Seng Jae;Shin, Yoon Taeg
    • Nuclear Engineering and Technology
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    • 제53권1호
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    • pp.344-350
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    • 2021
  • As the High Flux Advanced Neutron Application Reactor (HANARO) has been recently required to support new R&D relevant to future nuclear systems requiring a much higher neutron fluence, the development of irradiation capsule technology for long-term irradiation testing was performed in three steps (3, 5, 10 dpa). At first, several design improvements of a standard capsule were suggested based on a failure analysis of the capsule and successfully applied for irradiation testing at HANARO at up to eight reactor operation cycles equivalent to 3 dpa. Based on a schematic stress analysis of the vulnerable parts of the previous capsule, an optimized design of the capsule was made for 5 dpa irradiation. The newly designed capsule was safely out-pile tested up to 450 days, which was equivalent to 5 dpa irradiation in the reactor. The test results were submitted to the Reactor Safety Review Committee of HANARO and irradiation testing for 5 dpa was approved. The capsule was also successfully out-pile tested to evaluate the possibility of irradiation testing for 10 dpa. For a higher neutron fluence exceeding 10 dpa, new capsule technologies, including a new capsule that has a different bottom design and neutron flux boosting capsule, were also suggested.

실규모 현장시험 및 유한요소해석을 통한 강관매입말뚝의 공학적 거동에 대한 연구 (A Study on the Engineering Behaviour of Prebored and Precast Steel Pipe Piles from Full-Scale Field Tests and Finite Element Analysis)

  • 김정섭;정경자;정상섬;전영진;이철주
    • 한국지반환경공학회 논문집
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    • 제19권4호
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    • pp.5-16
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    • 2018
  • 본 연구에서는 현장에서 실규모로 시공된 8본의 강관매입말뚝의 공학적 거동을 정재하시험, 동재하시험(EOID 및 restrike 시험) 및 Class-A 및 C1 type의 수치해석을 수행하여 상세히 고찰하였다. 이를 통해 말뚝의 하중-침하, 설계지지력 및 전단응력 전이 특성 등을 분석하였다. 정재하시험을 통해 평가된 설계지지력에 비해 동재하시험 및 수치해석은 이를 매우 상이하게 평가하는 것으로 분석되었으며, 이 가운데 restrike 시험이 전반적으로 최상의 결과를 도출하였고, 수치해석 결과의 신뢰성은 동재하시험에 비해 낮은 것으로 분석되었다. 각 시험에서 산정된 설계지지력을 정재하시험의 결과와 비교할 때 EOID는 정재하시험값의 20.0%-181.0%(평균: 69.3%)의 범위를 보였고, restrike 시험의 경우 48.2%-181.1%(평균: 92.1%)의 범위를 보였다. 또한 Class-A type에서는 37.1-210.5%(평균: 121.2%)로 가장 큰 분산을 보였다. EOID 시험에서는 선단지지력이 말뚝의 전체지지력의 대부분을 차지하는데 비해, restrike 시험에서는 주면마찰력 및 선단지지력이 비슷한 정도로 발현되었다. 이때 restrike 시험에서 측정된 선단지지력은 EOID 시험에서 측정된 크기보다 작은 것으로 분석되었다. 즉 restrike 시험에서 타격에너지가 충분하지 않은 경우 말뚝의 선단지지력이 과소평가될 가능성이 있는 것으로 나타났다. 말뚝의 축력분포로부터 측정된 전단응력은 말뚝의 심도가 깊어질수록 증가하는 양상을 보였으며, 수치해석 결과는 정재하시험과는 상당한 정도의 차이를 보였다. 말뚝선단 인근에 슬라임이 존재하는 경우 말뚝의 거동에 매우 큰 영향을 주는 것으로 분석되었는데, 슬라임의 탄성계수가 작을수록 그리고 슬라임의 두께가 두꺼울수록 말뚝의 침하량이 큰 폭으로 증가하는 것을 확인하였다.

Velvet직물의 역학적 특성과 태(태) (A Study on the Mechanical Properties and Handle of Velvet Fabrics)

  • 조지현;류덕환
    • 한국의류학회지
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    • 제20권6호
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    • pp.1039-1047
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    • 1996
  • The purpose of this study is to examine and to evaluate the properties of pile materials to produce velvet fabrics which have excellent handle. In order to perform this purpose, the mechanical properties, hand value (H.V.), total hand value (T.H.V.), total appearance value (T.A.V.) of acetate, cuprammonium rayon, cotton materials for velvet as the typical commercial Pile fabric were measured and analyzed by KES-F system. The important results obtained by this study are as follows. 1 For acetate pile, elogational deformation was easy and bending rigidity of weft was high and elastic recovery was excellent compared with the other materials. 2. Cuprammonium rayon velvet was shown that pile bending rigidity and hysterisis were low. Cotton velvet was shown that compressional energy was high and compressinal elasticity was exellent. 3. In the case that specimens were applied by men's winter suit program, H.V was shown that Koshi of acetate velvet was similar to that of cotton. Numeri of cuprammonium rayon velvet was higher than the others and Fukurami values for all of the three fabrics were similar. 4. But in case that specimens were applied by women's winter suit program Koshi of cuprammonium rayon velvet was lower. But Numeri of that was higher than the others and Fukurami for all of the three fabrics were similar and Sofutosa of cotton velvet was lower than the others. T.H.V. of the acetate velvet was the highest in men's winter suit program while cuprammonium rayon velvet was the highest in women's winter suit program T.A.V. of acetate velvet was highest.

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