• Proceedings of the KIEE Conference
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• 2006.11a
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• pp.189-191
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• 2006

전력시장의 도입과 함께 그동안 전력사업자가 자체적으로 운용하였던 계통보조서비스를 이제는 각 발전사에게 할당하여 공급하는 체계가 됨에 따라 이에 대한 적절한 보상이 주요 이슈화 되고 있다. 헌재 주파수제어나 예비력확보 등은 보상되고 있지만 무효전력 조정에 대해서는 아직까지 아무런 보상책이 없어 무효전력의 공급을 기피할 가능성이 있다. 그동안 무효전력의 최적비용에 대해서는 최적조류계산이나 한계송전손실계수 산정 등에 의해 각 모선별로 산정하는 방법은 연구되고 있지만 각 발전기의 변동비 측면의 접관은 실재 적용 가능한 현실적인 방법임에도 이에 대한 연구가 적었다. 여기서는 무효전력의 변동비를 산정하기 위해 손실에 따른 부가적 에너지를 구하고, 무효전력 운용 유지보수 비용 및 수명 저하에 따른 비용요소를 고려한다. 이 연구방법의 특징으로는 발전기측의 자료를 사용하여 각 발전기의 무효전력 공급에 따른 변동비를 산정할 수 있어 무효전력 공급에 대한 각 발전기별 보상을 할 수 있는 방법이다.

• Korean Journal of Construction Engineering and Management
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• v.17 no.5
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• pp.120-129
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• 2016

The user cost is an important analysis item which should be considered together with life-cycle of facility, administrator cost and discount rate in LCCA for efficient asset management of SOC facilities. Especially, a significant delay cost occurs often for users in the road field due to a work zone for cleaning and maintenance, and in such case, the administrator should consider the administrator cost as well as the user cost for more rational decision making. However, the user cost has not been considered in most decision making steps until recently and relevant studies also have not been carried out actively. In this study, the methodology to estimate the user cost and delay cost required in the decision making step using the traffic flow model and the direct benefit estimation model in the traffic facility investment evaluation guideline is suggested. And, the traffic flow model was estimated on 4 national highway sections where maintenance was actually carried out in 2014 using VISSIM and, the user cost and the delay cost were estimated based on the suggested methodology. The analysis result showed that the average user cost of $17,569,000KRW/km{\times}day$ occurred on Section A with approximately 30,000 AADT before a work zone occurred, and in case the first lane was blocked for maintenance, the delay cost of $10,193,000KRW/km{\times}day$ (158%) on average occurred additionally. The delay cost of $1,507,000KRW/km{\times}day$ (115%) and $1,985,000KRW/km{\times}day$ (119%) occurred on Sections B and D with approximately 20,000 AADT respectively and the delay cost of $262,000KRW/km{\times}day$ (105%) occurred on Section C with approximately 10,000 AADT. This result of this study was estimated based on the simulation of traffic flow model so that there is a limitation in its actual application. A study ot develop a highly appropriate model using actual observation data and improve the possibility to apply it through the verification using the simulation will be necessary in future.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.22 no.2
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• pp.802-809
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• 2021

To cope with the increasing maintenance costs due to aging, the maintenance cost was evaluated from the perspective of asset management. The maintenance cost can be predicted based on the condition of the bridge, and the life cycle cost is used as an index. In general, the condition of a bridge has a wide distribution characteristic depending on the deterioration, load, and material characteristics. In this paper, to evaluate the effect of the bridge conditions on the life cycle cost, condition prediction models were constructed considering the service life, deterioration rate, and inspection error, which are the main variables of the bridge condition and life cycle cost calculation. In addition, condition prediction models were constructed based on the distribution of the health index to estimate the upper and lower bounds of the life cycle costs that can occur in individual bridges. Life cycle cost analysis showed that the life cycle cost differed significantly according to the condition of the bridge. Accordingly, research will be needed to increase the reliability of predicting the life cycle cost of individual bridges.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.1
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• pp.121-128
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• 2016

The restructuring of Korean railway industry, separation of between train operators and an infrastructure manager, had been conducted in 2004 to increase the productivities of railway operations. However, the maintenance-staffs are still employed by Korail (train operator), not by the infrastructure manager, which led the maintenance of railway infrastructure to be conducted by the train operator. The infrastructure manager is now only taking care of financial transferring issues once the train operator requests expenses spent for facility maintenance. Such incomplete restructure may result in a lack of safety performance on railway operations as the roles and responsibilities are less likely to be assigned under the multiple train operators. Thus, this study proposes the way of structuring maintenance divisions and their roles and responsibilities to assure the safe work execution under the circumstance of multiple train operators on the same rail network.

• Proceedings of the Korea Water Resources Association Conference
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• 2022.05a
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• pp.386-386
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• 2022

우리나라에서는 '물의 재이용 촉진 및 지원에 관한 법률 시행규칙' 등 다양한 법률에 따라 특정 규모 이상의 시설에 빗물이용시설을 설치하도록 규정하고 있으며, 지자체에서는 빗물이용시설의 이용을 장려하고자 설치비 및 시설 운영비를 지원하고 있다. 현업에서 빗물이용시설의 설계는 간편식을 이용하여 목표 우수이용률 또는 공급보장률을 만족하는 용량으로 결정하고 있다. 또한, 산정된 빗물이용시설의 용량에 대해서만 경제성 분석을 하고 있으며, 경제성 분석에 포함된 수식에 대한 근거가 부족한 실정이다. 본 연구에서는 기 개발된 빗물이용시설 설계 프로그램인 CARAH(capacity design aid for rainwater harvesting)의 추가 기능으로 경제성 분석을 통한 빗물이용시설의 적정 용량 결정 도구 및 사용자 편의 환경 개발 결과를 제시하고자 한다. 본 연구를 통해 개발된 CARAH의 경제성 분석 도구는 빗물이용시설의 용량, 설치비, 유지보수비용, 지자체의 설치비 지원 및 빗물 이용에 따른 요금 감면액 등을 고려하여 빗물이용시설의 비용편익 비율(benefit cost ratio; BCR) 산정 결과를 제시하는 기능이다. 본 연구에서는 개발된 CARAH의 경제성 분석 도구를 이용하여 기 설치된 광교 신도시의 빗물저류조 5호를 대상으로 경제성 분석을 수행하였으며, 경제성을 고려한 적정 저류 용량을 제시하였다. 경제성 분석 기간은 빗물이용시설의 내용 연수인 30년으로 하였으며, 여러 목표 공급보장률에 따른 최소 저류 용량별 BCR 결과를 비교하여 광교 신도시의 빗물저류조 5호의 적정 저류 용량을 결정하였다. 그 결과, 공급보장률이 60%에 해당하는 저류 용량 341 m3의 BCR이 7.28로 가장 경제적인 빗물이용시설의 저류 용량으로 산정되었다.

• 한국IT서비스학회:학술대회논문집
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• 2002.11a
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• pp.262-268
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• 2002

일반산업 분야의 프로젝트에 비해 소프트웨어 개발 분야에서의 프로젝트는 그 자체 특성상 가시적이고 계량적으로 평가하기 어려웠고 이로 인해 그 동안 국내 업계 및 정부기관에서는 프로젝트 규모 및 비용 산정에 있어서 많은 어려움이 있었다. 다행히도 최근 국제적으로 소프트웨어 프로젝트 측정기준으로 자리잡고 있는 기능점수에 관해서 국내 학계 및 업계에서도 관심을 가지게 되었고 관련된 연구결과도 계속 나오고 있다. 또한, 정부기관을 비롯하여 업계에서도 이러한 연구 결과를 기반으로 소프트웨어 개발비, 유지보수 및 재 개발비의 산정 기준으로 기능점수를 활용하려는 시도가 이루어지고 있다. 이러한 기능점수의 산정에 있어서 프로젝트의 주요 개발 요소인 하드웨어 플랫폼, 개발언어 유형, 대상업무 유형, 개발 납기 등에 따라 보정계수가 다르게 적용되고 있다. 그러나 아직 국내에서는 기능점수로 프로젝트 비용을 산정하기 위한 공감대 및 신뢰도에 대한 확산이 안된 상태이고 이에 따른 분쟁의 소지도 여전히 가지고 있다. 이러한 시점에서 본 논문은 ISBSG(International Software Benchmarking Standards Group)에서 제공하는 그 동안 축적된 해외 프로젝트 개발 결과 데이터를 기초로 기능점수와 프로젝트 개발에 투입되는 주요 개발요소간 관련성 및 프로젝트 개발 요소간의 상관관계를 분석 및 검증하여, 프로젝트 내에서의 기능점수와 관련된 개발요소간의 관련 정도에 대한 통계적 근거를 제시하여 향후 기능점수와 관련해서 이와 유사한 국내 프로젝트 수행 시 벤치마킹 자료로 활용하는데 그 목적이 있다.

• Korean Journal of Construction Engineering and Management
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• v.15 no.3
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• pp.113-119
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• 2014

Recently, the demand on the practical application of life-cycle cost effectiveness for design and rehabilitation of structure is rapidly growing unprecedently in engineering practice. Accordingly, in the 21st century, it is almost obvious that life-cycle cost together with value engineering will become a new paradigm for all engineering decision problems in practice. However, in spite of impressive progress in the researches on the LCC, the most researches have only focused on the Deterministic or Probabilistic LCC analysis approach (Level-1 LCC Model) at design stage. Thus, the goal of this study is to develop a practical and realistic methodology for the Lifetime risk based Life-Cycle Cost (LCC)-effective optimum decision-making at design stage.

• Journal of the Korea Institute of Building Construction
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• v.20 no.4
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• pp.375-382
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• 2020

Rock drop obstacles on major roads in the border area in South Korea has been installed and operated to prevent and block the movement of enemy units. However, the increase in traffic volume due to the development of the border region causes many problems such as road traffic congestion due to rock drop, traffic safety, and impaired urban aesthetics. Therefore, this study aimed to provide guidelines for demolition and replacement facility installation for rock drop obstacles, which are differently applied to each unit, and to suggest the direction of the Ministry of National Defense's policy regarding maintenance cost for necessary rock drop obstacles required for operation. In this study, as part of a guideline study on the removal of rock drop obstacles and the installation of alternative facilities, a standard unit price was suggested for essential rock drop obstacles, so as to be used as judgment data when deciding whether to remove rock drop obstacles.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.2D
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• pp.285-293
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• 2011

Sewage treatment facilities are growing rapidly in quantitatively and qualitatively. However, privatization such as up-size and professionalism, etc. are insufficient, compared to global companies' cases. Infrastructure Asset management has not been applied widely despite of sewage treatment facilities are one of the most critical social infrastructure. Maintenance, repair, and rehabilitation (R&R) practices of sewage treatment facilities have been studied and infrastructures asset management techniques have been applied. Cost model which makes it possible to calculate managerial costs such as major cost, etc. needs to be developed only with project basic information when proceeding new sewage treatment facility construction and management and overseas sewage project. Effects to converse major repair cost into capital, application of sewage treatment facility's asset management, expected effects, etc. were analyzed and suggested an alternative on the improvements of legal system.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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• 2014.05a
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• pp.63-65
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• 2014

Open source software has a feature that offers its service by the subscription method without getting a license fee. Therefore, this business style needs a different form of estimate criteria from other proprietary software, which is paid by license fees and maintenance service fees. However, consumers, including the public sector, don't understand this feature. This problem has kept the open source software business from attaining prosperity. I would like to provide a model for the estimate criteria that can apply to the open source software business by investigating and developing various advanced research and market examples.