• 한국가스학회지
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• 제27권4호
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• pp.34-42
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• 2023

산업시설이 국가 경제에 기여하는 바를 고려할 때 지진에 대한 운전성 확보는 매우 중요하다. 그러나, 현행 내진설계의 기본 개념은 대규모 지진에 대해 주로 시설물의 연성거동을 허용하며 붕괴방지를 목적으로 구조적인 안전성만을 고려한다. 산업시설의 운전성 확보를 위해, 산업시설물의 구조거동 특성에 따라 운전성을 유지하기 위한 내진성능수준이 다양할 수 있으며, 이를 만족하기 위한 내진설계방법이 필요하다.본 연구에서는 평저형 저장탱크에 대한 비선형 응답이력 해석으로 비선형 지진거동 특성(R-μ-T)을 분석하고 이를 바탕으로 신뢰도 기반의 성능기반 내진설계 방법을 새롭게 제안하였다.

• 한국농공학회논문집
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• 제48권2호
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• pp.13-23
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• 2006

In Korea, upland irrigation generally depends on the ground water or natural rainfall since irrigation water supplied from dams is mainly used for paddy irrigation, and only limited amount of irrigation water is supplied to the upland area. For the stable security of upland irrigation water, storage level of irrigation dams was simulated by the periods. A year was divided into 4 periods considering the irrigation characteristics. Through the periodical management of storage level, water utilization efficiency in irrigation dams could be enhanced and it makes available to secure extra available water from existing dams without new development of water resources. Two study areas, Seongju and Donghwa dam, were selected for this study. Runoff from the watersheds was simulated by the modified tank model and the irrigation water to upland crops was calculated by the Penman-Monteith method. The analyzed results showed that relatively sufficient extra available water could be secured for the main upland crops in Seongju area. In case of Donghwa area, water supply to non-irrigated upland was possible in normal years but extra water was necessary in drought years such as 1998 and 2001.

• Smart Structures and Systems
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• 제16권4호
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• pp.743-758
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• 2015

This paper presents an advanced life cycle cost (LCC) analysis of a ground source heat pump (GSHP) system and suggests a smart operation mode with a thermal performance test (TPT) and an energy pile system constructed on the site of the Incheon International Airport (IIA). First, an economic analysis of the GSHP system was conducted for the second passenger terminal of the IIA considering actual influencing factors such as government support and the residual value of the equipment. The analysis results showed that the economic efficiency of the GSHP system could be increased owing to several influential factors. Second, a multiple regression analysis was conducted using different independent variables in order to analyze the influence indices with regard to the LCC results. Every independent index, in this case the initial construction cost, lifespan of the equipment, discount rate and the amount of price inflation can affect the LCC results. Third, a GSHP system using an energy pile was installed on the site of the construction laboratory institute of the IIA. TPTs of W-shape and spiral-coil-type GHEs were conducted in continuous and intermittent operation modes, respectively, prior to system operation of the energy pile. A cooling GSHP system in the energy pile was operated in both the continuous and intermittent modes, and the LCC was calculated. Furthermore, the smart operation mode and LCC were analyzed considering the application of a thermal storage tank.

• 설비공학논문집
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• 제18권3호
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• pp.279-286
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• 2006

The present study concerns the annual performance evaluation of a hybrid-renewable energy system with geothermal and solar heat sources for hot water, heating and cooling of the residential buildings. The hybrid energy system consists of ground source heat pump of 2 RT for cooling, solar collectors of $4.8m^2$, storage tank of 250 liters and gas fired backup boiler of 11.6 kW. The averaged coefficients of performance of geothermal heat pump system during cooling and heating seasons are measured as 4.1 and 3.5, respectively. Also solar fraction for hot water is measured as 35 percent. Overall, the results shows that the hybrid-renewable energy system satisfactorily operated under all climatic conditions.

• 한국태양에너지학회 논문집
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• 제32권5호
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• pp.59-67
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• 2012

In this study,the compact type solar thermal and ground coupled heat pump hybrid system for space heating/cooling and hot water supply has been developed. This hybrid system was installed in Zero Energy Solar House(ZeSH) in KIER for the demonstration. The thermal performance and operational characteristics of this hybrid system were analysed especially. The results are as follows. (1) This hybrid system was designed in order to address the existing disadvantages of solar thermal/ground coupled heat pump system. For this design, all parts except solar collector and ground coupled heat pump were integrated into a single product in a factory. The compact type unit includes two buffer tanks, an expansion tank, pumps, valves, a controller, etc. This system has an advantage of easy installation with simple plumbing work even in narrow space. (2) The thermal charging and discharging time of the buffer tanks and its characteristics by ground coupled heat pump, and heat pump COP according to geo-source temperature and buffer storage temperature have been studied. This system was found to meet well to the heat load without any other auxiliary heating equipment. (3) The operating hours of the ground coupled heat pump as a backup device of solar thermal can be reduced significantly by using solar heat. It was also found that the minimum heating water supply setting temperature and maximum cooling water supply setting temperature make an influence on the heat pump COP. The lower heating water and the higher cooling water temperature, the higher COP. In this respect, the hybrid system's performance can be improved in ZeSH than conventional house.

• 한국가스학회지
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• 제1권1호
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• pp.73-80
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• 1997

본 연구는 화학장치설비중 저장탱크에서 누출된 유해독성가스인 염소의 풍하거리에 따른 10분 평균, 30분 평균 및 1시간 평균 최대 지표면 농도를 산출하여 염소가스의 법적 규제농도인 IDLH 및 ERPG-3 농도들과 비교함으로써 유해위험거리 (hazard distance) 또는 독성완충거리 (toxic buffer distance)를 정량적으로 예측하는 분산모델링 방법론을 개발하고자 수행되었다. 본 분산모델링을 위하여 누출원모델, 분산모델, 기상 및 지형자료들 이 SuperChems 모델에 입력자료로 사용되었으며, 대기의 안정도, 풍속, 표면거칠기 길이의 변화에 따른 지표면 농도의 영향이 평가되었다.

• 한국지반공학회논문집
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• 제36권12호
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• pp.27-34
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• 2020

구조물에 대한 축대칭 쉘요소는 지반과 구조물의 상호작용에 대한 유한요소해석에서 효율성과 정확성을 높이게 된다. 본 논문에서는 Kirchhoff 이론에 근거한 축대칭 쉘요소의 힘평형 방정식과 모멘트 평형 방정식을 유도하였다. 축방향 변형에 대한 지배방정식은 등매개변수 형상함수를 이용한 Galerkin 수식화를 수행하고, 휨에 대한 지배방정식은 고차의 형상함수를 이용하였다. 개발된 축대칭 쉘요소는 지반과의 연계해석을 위하여 지반해석 유한요소 프로그램인 Geo-COUS에 결합하였다. 원형판과 액체 저장 탱크에 대한 예제해석을 통하여 개발된 요소의 정확성을 확인하였다. 그리고 축대칭 쉘요소에 대한 에너지 평형방정식을 제시하였다.

• Structural Engineering and Mechanics
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• 제20권1호
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• pp.1-20
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• 2005

The present paper deals with the seismic response analysis and the evaluation of most likely failure modes for a water storage structure. For the stress analysis, a 3-D mathematical model has been adopted to represent the structure appropriately. The structure has been analyzed for both static and seismic loads. Seismic analysis has been carried out considering the hydrodynamic effects of the contained water. Based on the stress analyses results, the most likely failure modes viz. tensile cracking and compressive crushing of concrete for the various structural elements; caused by the seismic event have been investigated. Further an attempt has also been made to quantify the initial leakage rate and average emptying time for the structure during seismic event after evaluating the various crack parameters viz. crack-width and crack-spacing at the locations of interest. The results are presented with reference to peak ground acceleration (PGA) of the seismic event. It has been observed that, an increase in PGA would result in significant increase in stresses and crack width in the various structural members. Significant increase in initial leakage rate and decrease in average emptying time for the structure has also been observed with the increase in PGA.

• 지구물리와물리탐사
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• 제8권1호
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• pp.67-72
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• 2005

복공식 시하공동내에 액화천연가스(LNG)를 저장하는 새로운 LNG 저장기술의 타당성을 검증하고 실규모 저장소 건설을 위한 기반기술의 개발을 위하여 액화질소를 저장하는 소규모 시험장을 한국지질자원연구윈 구내에 건설하였다. 액화질소를 지하공동내에 저장함에 따라 공동주변의 암반은 극저온 환경의 직접적인 영향을 받게 되므로, 공동주변에 결빙층(ice ring)의 형성은 물론 지반상태 변화를 수반할 것으로 예상되었다. 이 시험장에서는 지반상태의 변화 규명과 모니터링을 위하여 물리탐사, 수리지질조사, 암반공학 조사 등이 수행되었으며, 특히 시추공 레이다와 3 차원 전기비저항 탐사를 포함하는 물리탐사법을 적용하여 극저온 환경으로 인한 암반내 결빙층의 형성을 탐지하고 지반상태 변화를 모니터링 하였다. 특히, 3차원 전기비저항 탐사자료는 액화질소의 저장 전후에 획득하여 그 결과를 비교하였으며, 3 단계에 걸쳐 획득한 3 차원 전기비저항 영상들로부터 액화질소의 저장에 기인한 뚜렷한 전기비저항 변화 영역을 도출하였다. 저장공동의 동쪽부에서 전기비저항의 감소를 보였으며, 수리지질조사 결과와 저장소 주변의 여러 패턴을 비교, 검토하여 이와 같은 전기비저항의 변화가 지하수 흐름의 변화에 기인하는 것으로 해석하였다. 즉, 극저온의 액화질소에 의한 암반의 동결로 인하여 공동주변의 수리지질조건 및 지하수 흐름에 변화가 발생하는 등, 저장소 가동 이전의 지반상태로부터 뚜렷한 변화를 나타낸 것으로 해석되었다.

• 한국건축시공학회지
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• 제22권6호
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• pp.607-618
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• 2022

본 연구는 황토와 무기질 결합재의 수화반응을 이용하여 빗물저류조용 황토투수블록을 개발한 연구로서 제조과정의 산업부산물인 고로슬래그 미분말과 페로니켈슬래그 순환자원을 골재로 활용하고 황토투수블럭을 제작하여 물성분석을 하였다. 도심지 내 투수성 포장을 확대하고 공극이 막혀 투수기능 상실을 방지하여 우수유출저감용 빗물관리시설에 사용하기 위한 것으로써 도시지역에서 열섬현상과 도심 집중강우에 따른 도로침수 포장체 파손 등이 대한 방안으로 활용이 가능하다.