• Title/Summary/Keyword: Plant Construction site

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100 kW급 용융탄산염 연료전지 발전시스템 개발

  • Im, Hui-Cheon;Kim, Do-Hyeong;Seo, Hye-Gyeong;Park, Seong-Yeon;An, Gyo-Sang
    • 한국신재생에너지학회:학술대회논문집
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    • 2005.11a
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    • pp.140-148
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    • 2005
  • The molten carbonate fuel cell (MCFC) is endowed with the high potential especially in future electric power generation industry by its own outstanding characteristics. KEPCO (KEPRI) started a 100 kW MCFC system development program in 1993 and has been executed 100kW system develpilot plant successfully completed first phaseopment by 2005 on the basis of successful results of 25kW system development. In this program, the components and mechanical structure for 100 kW stack and system construction were completed on last year and now system pre - commissioning was being executed. A 100 kW MCFC power plant was constructed at the site of Boryeong Thermal Power Plant. A 100 kW MCFC system has characterized as a high pressure operation mode, CO2 recycle, and externally reforming power generation system. The 100 kW MCFC system consisted with stacks which was made by two 50 kW sub-stacks, 90 cells with 6,000 cm2 active area and BOP including a reformer, a recycle blower, a catalytic burner, an inverter, and etc. The system has been operated from 13th of September on this year and produced 50 kW AC under atmospheric pressure condition and expected to operate by the end of this year.

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A Numerical Study of the Turbulent Flow Characteristics in the Inlet Transition Square Duct Based on Roof Configuration (4각 안내덕트 루프형상에 의한 난류특성변화 수치해석)

  • Yoo, Geun-Jong;Choi, Hoon-Ki;Choi, Kee-Lim;Shin, Byeong-Ju
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.33 no.7
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    • pp.541-551
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    • 2009
  • Configuration of the inlet transition square duct (hereinafter referred to as "transition duct") for heat recovery steam generator (hereinafter referred to as "HRSG") in combined cycle power plant is limited by the construction type of HRSG and plant site condition. The main purpose of the present study is to analyze the effect of a variation in turbulent flow pattern by roof slop angle change of transition duct for horizontal HRSG, which is influencing heat flux in heat transfer structure to the finned tube bank. In this study, a computational fluid dynamics(CFD) is applied to predict turbulent flow pattern and comparisons are made to 1/12th scale cold model test data for verification. Re-normalization group theory (RNG) based k-$\epsilon$ turbulent model, which improves the accuracy for rapidly strained flow and swirling flow in comparison with standard k-$\epsilon$ model, is used for the results cited in this study. To reduce the amount of computer resources required for modeling the finned tube bank, a porous media model is used.

System Development of a 100 kW Molten Carbonate Fuel Cell IV(System commisioning for operation (100 kW급 용융탄산염 연료전지 시스템 개발 IV(MCFC 시스템 시운전))

  • Lim, Hee-Chun;Ahn, Kyo-Sang
    • Proceedings of the KIEE Conference
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    • 2005.07b
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    • pp.1681-1683
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    • 2005
  • The molten carbonate fuel tell(MCFC) is endowed with the high potential especially in future electric power generation industry by its own outstanding characteristics. KEPCO(KEPRI) started a 100 kW MCFC system development program in 1993 and has been executed 100kW system develpilot plant successfully completed first phaseopment by 2005 on the basis of successful results of 25kW system development. In this program, the components and mechanical structure for 100 kW stack and system construction were completed on last year and now system pre-commissioning was being executed. A 100 kW MCFC power plant was constructed at the site of Boryeong Thermal Power Plant. A 100 kW MCFC system has characterized as a high pressure operation mode, $CO_2$ recycle, and externally reforming power generation system. The 100 kW MCFC system consisted with stacks which was made by two 50 kW sub-stacks, 90 cells with 6,000 cm2 active area and BOP including a reformer, a recycle blower, a catalytic burner, an inverter, and etc. The system will be operated under 3 atm pressure condition and expected to last over 5,000 hours by the end of this year.

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Analyzing the Effect of a Weir Construction on the Groundwater Flow System (보 건설이 주변지역 지하수 흐름계에 미치는 영향)

  • Jeong, Soo-Jeong;Koo, Min-Ho
    • Journal of Soil and Groundwater Environment
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    • v.17 no.3
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    • pp.39-48
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    • 2012
  • Visual MODFLOW, a three dimensional groundwater flow model, was used to analyze effects of a weir construction in an alluvial stream on the nearby groundwater flow system. A hypothetical conceptual model was developed to investigate how the groundwater level and the water budget could change after a weir construction depending on the location of tributary streams. A site example, dealing with the Juksan weir installed in the Yeongsan River, was also demonstrated to predict the effects of the weir construction. Model results show that impacts of a weir construction on the groundwater flow system greatly vary depending on how far a tributary is located and whether it is located downstream or upstream from the weir. Therefore, consideration of the location of tributaries in planning the location of a weir could effectively minimize the impacts of a weir construction on the groundwater flow system. It is also demonstrated that model results are highly dependent upon how the model is dealing with small tributaries and agricultural drainage channels, which can be easily found nearby the main streams, acting as major water bodies for groundwater discharge. The model for the Juksan area shows that the weir construction will change the direction of groundwater flow in some areas, leading to changes of groundwater quality and interaction of the Yeongsan River to the aquifer from a gaining to a losing stream. The model also predicted the areas where rise of groundwater level caused by the Juksan weir could adversely affect plant growth, and thereby suggested installing new drainage channels as a countermeasure to drawdown the groundwater level.

RFID-Based Concrete Pour Monitoring System Implementation (RFID 기반의 콘크리트 타설 모니터링 시스템의 구현)

  • Moon, Sung-Woo;Hong, Seung-Moon
    • Proceedings of the Korean Institute Of Construction Engineering and Management
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    • 2006.11a
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    • pp.529-532
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    • 2006
  • The application of ubiquitous technology offers many chances for improving construction management technologies. Currently the Construction System Integration Lab (CSIL) at Pusan National University is executing research on applying ubiquitous technology for better communication in the construction process. One of the research area is the implementation of RFID for monitoring the concrete pour process. The objective of this study is to collect data occurring in the process and use the data be properly planning concrete pour activities. Case study has been done on an actual concrete work. For the study a user environment was developed interfacing on internet with RFID devices that were installed in a batch plant and a construction site. The result of the test demonstrated that the RFID-based concrete monitoring can be a feasible approach for improving the communication in the construction process.

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Model Test on the Effect of Bearing Capacity for In-situ Top Base Method in sand (현장타설 팽이말뚝기초공법의 지지력 증대효과에 관한 모형실험 연구)

  • Kang, Hong-Kyu;Kim, Chan-Kuk;Lee, Bong-Yul;Kim, Hak-Moon
    • Proceedings of the Korean Geotechical Society Conference
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    • 2005.03a
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    • pp.597-602
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    • 2005
  • The present precast top-base method create many problems of requiring it plant facilities, transportation and installation, due to the heavy weight of and it takes too long time to set it up on site. In order to improve and solve these problems, in-situ Top-Base method is developed. It include processes that install Top-Base mold made of poly-ethylene into ground, then pouring concrete into the mold, and fill the rest gaps with broken stones. Considerable advantages can be obtained by applying in-situ Top-Base method in aspects of the stability, economical and construction efficiency. In this research, model tests for in-situ Top-Base system are carried out in other to the investigate the load delivering mechanism and the effect of bearing capacity.

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Effect of the Reactive Power Compensation System on Performance Enhancement in a 900 MW Combined Cycle Power Plant (무효전력보상장치 설치가 900 MW 복합화력발전소의 성능향상에 미치는 효과)

  • Lee, Young Ok;Yoo, Hoseon
    • Plant Journal
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    • v.17 no.2
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    • pp.48-53
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    • 2021
  • In the case of a 900 MW combined cycle power plant, most of the load on the site is a rotating device and is operated at a low power factor, and the power factor decrease increases the reactive power, which causes the efficiency of the device to be consumed and unnecessary unnecessary power consumption. This study intends to present the results by installing and operating a reactive power compensation device that absorbs and removes reactive power, which is a solution to this problem, on a 6.9 kV on-board bus. As a result of application of this system, first, it was confirmed that the power factor of the rotating machine was improved to 0.22 and the load power in the house was reduced by 1.4%, and the thermal efficiency of the generator was increased by 0.1% and the power generation power by 810 kW. Next, it was confirmed that the cost of construction and operation can be reduced in the future due to economic feasibility, with a decrease of 200 million won/year in electricity loss compared to 1.5 billion won in investment, an increase of 1 billion won/year in sales, and a one-year capital recovery period.

A case Study on Application of Granular Compaction Pile in Fly Ash Landfill Area (Fly ash로 매립된 지역에서 쇄석다짐말뚝 적용에 관한 사례연구)

  • Lee, Jun-Eui;Lee, Seung-Joo;Hong, Jong-Chul;Lee, Jong-Young;Han, Jung-Geun
    • Journal of the Korean Geosynthetics Society
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    • v.18 no.3
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    • pp.1-9
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    • 2019
  • In this study, the effect of ground improvement was to be verified by granular compaction pile from the ground reclaimed with Fly Ash landfill site. The depth and strength parameters of the Fly ash layer was determined using the ground investigation and cone penetration test. And the STONE C program was used to predict the strength parameter, bearing capacity and settlement of the improved ground. As a result of the plate bearing test, the bearing capacity of improvement ground was higher than the design load and the settlement was smaller than the reference value. After the construction, the improvement effect by the cone penetration test was confirmed. The cone penetration resistance value($q_c$) increased by 250% to 500% and the effect was excellent.

Vascular Plant of the Construct-Reserved Site for Eco-Forest of Mt. Daeun in Yangsan-si, Gyeongsangnam-do (경남 양산 대운산 생태숲 조성예정지의 관속식물상 연구)

  • Kang, Meeyoung;Kim, Taewoon;Moon, Hyunshik
    • Journal of Environmental Impact Assessment
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    • v.28 no.3
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    • pp.231-244
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    • 2019
  • The purpose of this study is to offer the basic information for the rational management plan in construction and running of eco-forest by analyzing the vascular plant of the constructreserved site of eco-forest in Mt. Daeun, Yangsan-si, Gyeongsangnam-do. The vascular plants were 280 taxa; 75 families, 179 genera, 245 species, 3 subspecies, 28 varieties and 4 forma. The Korean endemic plants were 6 taxa including Pseudostellaria coreana, Stewartia pseudocamellia, Primula modesta var. hannasanensis and so forth. The rare plants were Juniperus chinensis var.sargentii, Prunus yedoensis, Primula modesta var. hannasanensis, Chionanthus retusus and Scopolia japonica. The naturalized plants were 14 taxa including Rumex acetosella, Lepidium apetalum, Trifolium repens, Oenothera biennis, Veronica persica and so forth. The invasive alien plants were Rumex acetosella and Ambrosia artemisiifolia. Specific plant species by floristic region were total 24 taxa; Prunus yedoensis and Primula modesta var. hannasanensis in class V, Juniperus chinensis var. sargentii and Acer pictum subsp. mono in class IV, 5 taxa including Dryopteris bissentiana, Scolopolia japonica and so forth in class III, Pseudostellaria coreana, Potentilla dickinsii and Chionanthus retusus in class II, 12 taxa including Acotinum jaluense, Clematis patens and so forth in class I.

The Process of Identifying the Responsibility Party of Caused Delay Claim by Ambiguity of the Conditions of the Contract (계약 조항의 애매모호성에 의해서 발생되는 공기지연 클레임의 책임 당사자 확인 프로세스)

  • Lee, Chijoo;Kwan, Taewook;Koh, Hoonsuk
    • Journal of the Korea Institute of Building Construction
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    • v.20 no.6
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    • pp.527-535
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    • 2020
  • This study analyzed main causes of claims in EPC/Turnkey projects. For this purpose, this study referred to the FIDIC silver book, which lists the international standard contract conditions for EPC/Turnkey projects. The most frequent cause of claim was delay. A process was then proposed to determine whether the owner or contractor was the responsible party when the delay claim occurred. The proposed process was for damages for delay which is the conditions of contract for indemnities against delay claim. The process was based on conditions of the contract of two previous EPC/Turnkey projects that were constructed in 2010, the FIDIC silver book, as well as the obligations of owner and contactors. The proposed process is applicable depending on the conditions of the contract and the owner's meaning. Furthermore, by identifying the responsible party, this study will contribute in identifying the possible claim types before concluding a contract and writing the specific contract.