• 제목/요약/키워드: Grid test

검색결과 952건 처리시간 0.03초

지하 복합플랜트 운영 중 확장을 고려한 격자형 지하공간 파일럿 테스트 (Pilot Test of Grid-Type Underground Space Considering Underground Complex Plant Operation)

  • 이철호
    • 터널과지하공간
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    • 제33권6호
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    • pp.472-482
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    • 2023
  • 격자형 또는 주방식 공법은 수평으로 매장된 광물을 채굴할 목적으로 적용되는 공법이다. 본 연구에서는 자연 암반을 암주로 사용하는 주방식 공법을 지하공간 건설에 적용하기 위해 설계와 파일럿 테스트를 수행하였다. 파일럿 테스트가 수행된 지역은 기존 골재 광산을 운영하는 곳으로 양호한 암반 조건과 적당한 심도를 보유하고 있었다. 파일럿 테스트 부지는 연구 결과 적용이 가능한 광산을 기반으로 접근성, 지반조건 등을 검토하여 후보지를 결정하였으며 상세 지반조사와 설계를 통해 부지 조성공사를 수행하였다. 파일럿 테스트는 암주형상을 8×8 m로 공간의 단면을 8×12 m 크기로 설계되었다. 시험발파를 통해 발파패턴을 결정하고 89공 3 m 굴진 단면 발파를 수행하여 총 92 m 굴진을 완료하였다. 현장 측정을 통해 평균 폭 12.5 m, 평균 높이 8.3 m을 확인하여 연구에서 고려하는 단면 모양과 유사하게 굴착공사를 진행할 수 있었다.

난류 촉진기 주위 천이 유동의 대형 와 모사를 위한 격자 테스트 (Grid Tests for Large Eddy Simulation of Transitional Flows around Turbulence Stimulators)

  • 이상봉;박동우;백광준
    • 해양환경안전학회지
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    • 제23권1호
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    • pp.112-121
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    • 2017
  • 평판에 설치된 스터드 주위의 천이 유동에 있어 격자 크기의 영향을 알기 위해 대형 와 모사를 수행하였다. 스터드에서 야기되는 주 유동 방향의 와 구조가 스터드 후류의 천이에 미치는 영향이 매우 크기 때문에 주 유동 방향, 벽면 수직 방향 그리고 횡 방향으로 격자 크기를 ${\sqrt{2}}$ 배씩 증가시키거나 감소시키면서 스터드 후류에서 주 유동 방향의 와도를 비교하였다. 그 결과 스터드 후류에서 발달하는 주 유동 방향의 와도는 횡 방향 격자 크기에 매우 큰 영향을 받는 것을 알 수 있었으며, 이러한 결과를 바탕으로 ${\Delta}x^+{_{min}}=7.6$, ${\Delta}x^+{_{max}}=41$, ${\Delta}y^+{_{wall}}=0.25$ and ${\Delta}z^+=7.6$의 격자 크기를 결정하였다. 이러한 격자 구성에 있어 모든 방향으로 격자 크기를 동시에 ${\sqrt{2}}$ 배씩 증가시키거나 감소시키면서 스터드에 작용하는 힘의 변화를 비교하여 격자 검증을 실시한 결과 평균 압력 계수와 항력 계수의 비보정 불확실성이 각각 21.6 %와 2.8 % 정도로 추정되었으며, 보정 불확실성은 각각 2 %와 0.3 %로 추정되었다.

극한지 자원이송망 볼밸브 수치모델 및 성능평가장치 개발 (Development of Numerical Model and Experimental Apparatus for Analyzing the Performance of a Ball Valve used for Gas Pipeline in Permafrost Area)

  • 이상문;장춘만
    • 한국수소및신에너지학회논문집
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    • 제25권5호
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    • pp.550-559
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    • 2014
  • Hydraulic performance of the 1 inch ball valve have been analyzed based on the three-dimensional Reynolds-averaged Navier-Stokes analysis and an experiment. The experimental test rig of the 1 inch ball valve has been developed to investigate pressure drop for the 1 inch ball valve. The numerical model, which has reliability and effectiveness, has been constructed through the grid dependency test and validation with the results of the experiment. Shear stress transport turbulence model has been used to enhance an accuracy of the turbulence prediction in the pipeline and ball valve, respectively. Effects of the ball valve angle on the flow characteristics and friction performance have been evaluated.

실계통 적용을 위한 22.9kV, 50MVA, 초전도케이블 설치 및 운전 시험 (Installation and Operation Test of a 22.9kV, 50MVA, HTS Cable for Real Utility Grid Application)

  • 손송호;양형석;임지현;오승열;이수길;장현만;황시돌
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2011년도 제42회 하계학술대회
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    • pp.484-485
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    • 2011
  • Since the year 2008, the first demonstration project of the superconducting cable for the KEPCO grid operation has been in progress. To apply the HTS (High Temperature Superconducting) cable system into the commercial network, a new test complex was built in the 154kV Icheon substation and the on site assembly of 22.9kV, 50MVA HTS cable with the cryogenic refrigeration system was finished. A full scale of HTS cable fabricated with 2nd generation wire is to be in service in KEPCO network. In this paper, a series of processes of the installation and operation test are introduced.

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반구형 접지모의시스템을 이용한 접지전극의 형상에 따른 대지전위상승의 분석 (The Analysis of Ground Potential Rise for Shapes of Grounding Electrode Using Hemispherical Grounding Simulation System)

  • 길형준;최충석;이복희
    • 대한전기학회논문지:전기물성ㆍ응용부문C
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    • 제54권7호
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    • pp.319-325
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    • 2005
  • In order to analyze ground potential rise of grounding system installed in buildings, the hemispherical grounding simulation system has been designed and fabricated as substantial and economical measures. Ground potential rise(GPR) has been measured and analyzed for shapes of grounding electrode using the system in real time. The system is apparatus to have a free reduced scale for conductor size and laying depth of a full scale grounding system and is constructed so that a shape of equipotential surface is nearly identified a free reduced scale with a real scale when a current flows through grounding electrode. The system was composed of a hemispherical water tank, AC Power supply, a movable potentiometer, and test grounding electrodes. The test grounding electrodes were fabricated through reducing grounding electrode installed in real buildings such as rod type, mesh grid type. When a mesh grid type was associated with a rod type, GPR was the lowest value. The proposed results would be applicable to evaluate GPR in the grounding systems. and the analytical data can be used 0 stabilize the electrical installations and prevent the electrical disasters.

A review of the transmission tower-line system performance under typhoon in wind tunnel test

  • Li, Xianying;Yao, Yu;Wu, Hongtao;Zhao, Biao;Chen, Bin;Yi, Tao
    • Wind and Structures
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    • 제29권2호
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    • pp.87-98
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    • 2019
  • As a regenerated turbulent wind field process, wind tunnel test has proven to be a promising approach for investigating the transmission tower-line system (TTLS) performance in view of experimental scaled models design, simulation techniques of wind field, and wind induced responses subjected to typhoon. However, the challenges still remain in using various wind tunnels to regenerate turbulent wind field with considerable progress having been made in recent years. This review paper provides an overview of the state-of-the-art of the wind tunnel based on active or passive controlled simulation techniques. Specific attention and critical assessment have been given to: (a) the design of experimental scaled models, (b) the simulation techniques of wind field, and (c) the responses of TTLS subjected to typhoon in wind tunnel. This review concludes with the research challenges and recommendations for future research direction.

PROGRESS IN NUCLEAR FUEL TECHNOLOGY IN KOREA

  • Song, Kun-Woo;Jeon, Kyeong-Lak;Jang, Young-Ki;Park, Joo-Hwan;Koo, Yang-Hyun
    • Nuclear Engineering and Technology
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    • 제41권4호
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    • pp.493-520
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    • 2009
  • During the last four decades, 16 Pressurized Water Reactors (PWR) and 4 Pressurized Heavy Water Reactors (PHWR) have been constructed and operated in Korea, and nuclear fuel technology has been developed to a self-reliant state. At first, the PWR fuel design and manufacturing technology was acquired through international cooperation with a foreign partner. Then, the PWR fuel R&D by Korea Atomic Energy Research Institute (KAERI) has improved fuel technology to a self-reliant state in terms of fuel elements, which includes a new cladding material, a large-grained $UO_2$ pellet, a high performance spacer grid, a fuel rod performance code, and fuel assembly test facility. The MOX fuel performance analysis code was developed and validated using the in-reactor test data. MOX fuel test rods were fabricated and their irradiation test was completed by an international program. At the same time, the PWR fuel development by Korea Nuclear Fuel (KNF) has produced new fuel assemblies such as PLUS7 and ACE7. During this process, the design and test technology of fuel assemblies was developed to a self-reliant state. The PHWR fuel manufacturing technology was developed and manufacturing facility was set up by KAERI, independently from the foreign technology. Then, the advanced PHWR fuel, CANFLEX(CANDU Flexible Fuelling), was developed, and an irradiation test was completed in a PHWR. The development of the CANFLEX fuel included a new design of fuel rods and bundles.. The nuclear fuel technology in Korea has been steadily developed in many national R&D programs, and this advanced fuel technology is expected to contribute to a worldwide nuclear renaissance that can create solutions to global warming.

Hybrid mesh 및 sliding mesh를 이용한 선박 저항추진 성능 시험 (SHIP RESISTANCE AND PROPULSION PERFORMANCE TEST USING HYBRID MESH AND SLIDING MESH)

  • 박범진;이신형
    • 한국전산유체공학회:학술대회논문집
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    • 한국전산유체공학회 2009년 추계학술대회논문집
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    • pp.77-83
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    • 2009
  • In this study, we conducted resistance and propulsion performance test of ship composed of the Resistance Test, Propeller Open Water Test and Self Propulsion Test using the CFD(Computational Fluid Dynamics). We used commercial RANS(Reynolds Averaged Navier Stokes equation) solver, as a calculating tool. The unstructured grids were used in a bow and stern of ship, having complex shape, for a convenience of generating grids, and the structured grids were adopted in a central hull and rest of hull having a relatively simple shape which is called hybrid grid method. In addition, The sliding mesh method was adopted to rotate a propeller directly in the Propeller Open Water and Self Propulsion Test. The Resistance Test and Self Propulsion Test were calculated using Volume of Fluid (VOF) model and considering a free surface. And all The three cases were applied realizable k-epsilon model as the turbulence model. The results of calculations were verified for the suitability of calculations by comparing MOERI's EFD results.

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결합강그리드보강재의 특성 및 적용 (Charateristics of the Jointed Steel-Grid Reinforcement and the Application)

  • 한중근
    • 한국환경복원기술학회지
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    • 제5권3호
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    • pp.15-22
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    • 2002
  • To analysis of the embanked slope stability using a jointed reinforcement, the internal stability and the external stability have to be satisfied, respectively. But, because the lengths of ready-made steel-grid were limited, the reinforcements must be connecting themselves to the reinforcing. In this study, the mechanical test was carried out to investigate the tensile failure and the pullout failure at the joint parts of them, which was based on the analysis of reinforced slope in field. Through the tensile tests in mid-air for the jointed steel-grid, the deformation behavior was seriously observed as follows : deformation of longitudinal member, plastic deformation of longitudinal member and of crank part. Those effects were due to the confining pressure and overburden pressure of the surrounding ground. The bearing resistance at jointed part of jointed steel-grid was due to the latter only. The maximum tensile forces were higher about 20kN~27kN than ultimate pullout resistance, but, the results of those was almost the same in mid-soil. The failures of steel-grid occurred at welded point both of longitudinal members and transverse members and of jointed parts. The strength of jointed parts itself got pullout force about 20kN, which was about 65% for ultimate pullout force of the longitudinal members N=2. To the stability analysis of reinforced structure including the reinforced slope, the studying of connection effects at jointed part of reinforcement members must be considered. Through the results of them, the stability of reinforced structures should be satisfied.

선박의 저항 및 자항성능 해석을 위한 수치기법 개발 (Development of a Numerical Method for the Evaluation of Ship Resistance and Self-Propulsion Performances)

  • 김진;박일룡;김광수;반석호;김유철
    • 대한조선학회논문집
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    • 제48권2호
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    • pp.147-157
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    • 2011
  • A RANS(Reynolds averaged Navier-Stokes) based numerical method is developed for the evaluation of ship resistance and self-propulsion performances. In the usability aspect of CFD for the hull form design, the field grid around practical hull forms is generated by solving a grid Poisson equation based on the hull surface grid generated from station offsets and centerline profile. A body force technique is introduced to model the effects of the propeller in which the propeller loads are obtained from potential flow analysis using an unsteady lifting surface method. The free surface is captured by using a two-phase level-set method and the realizable $k-{\varepsilon}$ model is used for turbulence closure. The hull attitude in vertical plane, i.e., trim and sinkage, is calculated by using a quasi-steady method and then considered in the computation by translating and rotating the grid system according to the values. For the validation of the proposed method, the numerical results of resistance tests for KCS, KLNG, and KVLCC1 and of self-propulsion test for KCS are compared with experimental data.