본 연구는 도로 관리 주체의 Scope-3 배출량을 포함한 교량의 탄소 배출량을 정량적으로 산정하는 것을 목표로 한다. 기존의 탄소 배출량 산정 방식은 주로 직접 배출(Scope-1)과 간접 배출(Scope-2)에 초점을 맞추었으나, 도로 및 교량과 같은 사회간접자본(SOC) 시설에서 발생하는 Scope-3 배출량을 포함하는 종합적인 평가가 필요하다. 이를 위해 HDM-4 모델을 활용하여 교량의 노면 상태(IRI, Roughness)에 따른 연료 소비량 변화를 분석하였으며, PSC BEAM교를 대상으로 사례 연구를 진행하였다. 연구에서는 공기 저항, 구름 저항, 구배 저항 등의 주요 동력 저항 요소를 고려하여 연료 소비량을 산정하였으며, 이를 통해 단위시간당 연료소모량(IFC)과 총 연료 소비량을 평가하였다. 연구 결과, 도로 관리 주체가 교량 운영 단계에서 발생하는 Scope-3 배출량을 정확히 평가하는 것이 전체 탄소 배출량 산정에서 중요한 요소임을 확인하였다. 본 연구는 향후 도로 및 교량 설계, 유지보수 단계에서 탄소 저감 전략을 수립하 는 기초 자료로 활용될 수 있을 것으로 기대된다.
국제사회는 1992년 유엔기후변화협약(UNFCCC), 1997년 교토의정서, 2015년 파리협정, 2018년 IPCC ‘1.5℃ 특별보고서’ 채택을 통하여 온실가스 감축 목표를 세워 기후 문제에 대응하고자 하였다. 이러한 흐름에 대한민국은 2020년 ‘2050 탄 소중립 선언 및 비전을 선포하였고, 2021년 탄소중립기본법을 제정하였다. 이중 도로 건설도 환경영향평가의 대상으로 설정하여 인프라 시설물의 탄소중립에 노력을 기울이고 있다. 하지만 2011년 국토교통부의 ‘시설물별 탄소배출량 산정 가이드라인’ 외 구체적인 생애주기 분석 방법이 부재한 상황이며 기수행된 연구에서는 전과정이 아닌 특정 수명주기에 집중하였던 단점이 존재하였다. 특히 수명주기 중 사용단계는 시설물 이용, 유지관리, 에너지 및 용수 사용 등의 내용을 포함하며 2023년 세계 경제 포럼은 사용단계의 탄소배출량이 평균적으로 전체 탄소배출량의 70%를 차지한다고 발표하였 기 때문에 사용단계의 탄소배출량을 산정하는 것은 중요하다. 따라서 본 연구에서는 국제 표준 ISO 21930:2017의 전과정 평가 LCA(Life Cycle Assessment) 방법과 국토교통부의 ‘시설물별 탄소배출량 산정 가이드라인’을 따라 국내 탄소배출 계수를 기반으로 도로건설 전과정의 생애주기 구분을 하였고, 탄소배출량을 산정하였다. 이를 통해 국내 환경영향평가 방법의 보완에 기여하고자 한다.
본 연구는 국내 주요 항만에 정박 중인 선박들의 이산화탄소 배출 특성을 항만별, 선박 유형별로 배출 현황을 파악하여 향후 배출 저감 정책 수립에 필요한 기초 자료를 제공하는 것을 목적으로 한다. 이를 위해 항만운영정보시스템 데이터를 활용하여 2019년부터 2023년까지 최근 5년간의 정박 선박 데이터를 수집, 분석하였다. 연구 결과, 탱커선과 화물선이 전체 탄소 배출량의 대부분을 차지하며, 부산항, 울산항, 광양항 등 주요 무역항에서 배출량이 높게 나타났다. 특히, 탱커선은 정박 중 화물 가열 및 증기 구동 펌프 사용 등으로 인해 타 선종에 비해 발전기 사용이 많아 높은 배출 특성을 보였다. 이러한 결과는 항만 내 육상전원공급장치(AMP)의 설치 확대가 필요 함을 시사하며, 특히 탱커선이 접안하는 선석을 우선적으로 AMP 설치 대상으로 선정하는 것이 효과적일 것으로 판단된다. 본 연구는 국 내 항만에서 정박 선박의 이산화탄소 배출 특성을 체계적으로 파악하여 효율적인 배출 저감 전략을 수립하는 데 기여할 것으로 기대된 다.
The management of pollutant emissions from industrial sites involves various crucial steps, including estimating emission quantities and assessing their impact on surrounding areas. While emissions from point sources, such as exhaust outlets, are relatively easier to manage, emissions from area sources, such as workshops and livestock facilities, are often challenging to measure due to various constraints. To address this issue, this study proposes a method for estimating emissions from area sources by utilizing data collected at site boundaries and applying a reverse modeling approach. Using data from actual livestock facilities, along with reverse modeling results, this study identified a strong correlation between the facility area and the number of livestock raised. Correlation analyses revealed positive relationships between the facility area and the average odor emission rate, as well as between the number of livestock and the average odor emission rate. In addition, the results of reverse modeling confirmed a significant correlation between odor emissions, the number of livestock, and the facility area. Based on these findings, this study developed an odor emission factor for livestock facilities using the number of livestock and the facility area as activity indicators. The odor emission factor is expressed in units of OU/s/pig/m², where “OU” represents odor units, “s” denotes seconds, “pig” corresponds to the number of livestock, and “m²” refers to the total facility area. By multiplying the number of livestock by the facility area, the total odor emission rate (OU/sec) can be calculated. Unlike traditional emission factors that rely solely on the number of livestock, this newly developed factor incorporates all facilities contributing to odor emissions within a livestock operation. This approach allows for the estimation of odor emissions using external measurement data and facility information, even in cases where direct measurements are impractical. The results of this study are expected to be effectively utilized for odor evaluation and management in livestock facilities.
This study aimed to assess the global and domestic efforts regarding the reduction of environmental-impact-factor emissions in the production and construction processes of concrete pavements. By utilizing internationally commercialized programs, this study sought to calculate the environmental impact factors generated by specific domestic concrete-pavement projects and identify areas for improvement. This study evaluated the global and domestic efforts of environmental impact reduction by focusing on the production and construction of concrete pavements. This study calculated the environmental impact factors for five cases using internationally commercialized software. The analysis revealed that, during the production and construction of concrete pavements, Portland cement production is a dominant cause of global warming, smog, acidification, and non-carcinogenic factors, whereas aggregate production is a dominant cause of ozone depletion, eutrophication, carcinogenicity, respiratory issues, environmental toxicity, and fossil-fuel depletion. This study analyzed the environmental impact factors of material mix and process during concrete pavement production and construction using foreign life-cycle inventory (LCI) databases. The environmental impact of each input material was identified. In the future, if an LCI and life-cycle impact assessment (LCIA) database for domestic road pavement materials is established and analyzed based on the conditions presented in this study, it is expected to lay the foundation for the development of environmentally friendly materials.
PURPOSES : The study aims to establish a comprehensive life cycle assessment model for bridges in South Korea considering domestic carbon emission factors. The main aims are to evaluate the carbon emission of bridge construction, focusing on the Seong-ri Bridge as a case study, and to improve national environmental policies and management strategies. METHODS : We utilized the life cycle assessment (LCA) methodology, adhering to standards set by ISO, to categorize each phase of the bridge's life cycle. The process involved selecting the bridge type based on the compilation of a detailed analysis range. The analysis covered various stages from raw material supply (A1-A3) to construction (A4-A5) and maintenance (B2-B5), excluding certain stages due to data unavailability. Carbon emission factors were then applied to quantify emissions at each stage. RESULTS : The findings indicate that the raw material production phase (A1-A3) contributes to approximately 96% of the total carbon emissions, highlighting its significant impact. We report detailed calculations of emissions using domestically developed emission factors for materials such as steel and concrete and establish a carbon emission per unit length measure for comparative analysis with other infrastructure. CONCLUSIONS : We leveraged LCA ISO standards to analyze each stage of the Seong-ri bridge, calculating its carbon emissions based on domestic factors for CO2, CH4, and N2O. By tailoring the study to Korea-specific emission factors, we develop a greenhouse gas model closely aligned with the nation’s environmental conditions. The results contribute to improving environmental impact assessments and strategically aiding national policy and management decisions.
PURPOSES : We propose a framework to evaluate the reliability of integrating homogeneous or heterogeneous mobility data to produce the various data required for greenhouse gas emission estimation. METHODS : The mobility data used in the framework were collected at a fixed time from a specific point and were based on raster data. In general, the traffic volume for all traffic measurement points over 24 h can be considered raster data. In the future, the proposed framework can be applied to specific road points or road sections, depending on the presence or absence of raster data. RESULTS : The activity data required to calculate greenhouse gas emissions were derived from the mobility data analysis. With recent developments in information, communication, and artificial intelligence technologies, mobility data collected from different sources with the same collection purpose can be integrated to increase the reliability and accuracy of previously unknown or inaccurate information. CONCLUSIONS : This study will help assess the reliability of mobility data fusion as it is collected on the road, and will ultimately lead to more accurate estimates of greenhouse gas emissions.
최근의 국제사회는 경제성장에 따른 기상이변의 방지를 위한 국가 간 기후변화협력 체결(1992년)을 시작으로 환경 오염물질 배출 저감을 요구하고 있다(Moon et al, 2014). 따라서 최근에는 전 세계적으로 지구온난화와 기후변화의 원인이 되는 온실가스의 발생을 줄 이고자 노력하고 있으며, 건설 산업은 이러한 온실가스 배출량의 주요 원인으로 인식되고 있다(Kong et al., 2016) 교량 건설사업이 환 경에 미치는 정도를 전과정평가(Life Cycle Assessment, LCA)방법을 활용하여 재료 및 공법의 지속가능성에 대한 객관적, 정량적 평가 체계를 구축하고자한다. 본 연구에서는 선행적으로 국내외 환경성적표지제도(Environment Product Declaration, EPD), 탄소발자국(Carbon footprint) 등을 분석함으로써, LCA 관련 제도에 대한 전반적인 동향을 파악하였다. 그다음, 국제적으로 통용되고 있는 제품 범주 규칙 (PCR)과 환경제품선언(EPD) 사례를 분석하여 LCA 관련 분석 범위를 확인했으며, 전과정영향평가(LCIA) 방법론과 국내외 LCI DB(Ecoinvent, Athena Pavement LCA, LCA PAVE 등)을 분석함으로써 국내외 환경 영향인자 관련 기술자료를 확보하였다. 또한, 건설 자재, 시공, 유지 관리 관련 설계 명세서, 표준품셈, 단가 산출표를 분석함으로써, 자재 투입량, 장비 연료 소모량에 대한 기초 DB를 도출하였다. 기존 프로그램을 토대로 고속도로 온실가스 산정 프로그램을 개발하여 건설자재, 수송, 시공, 유지 관리 단계에서의 탄소 배출량 산정 사례 분석을 수행했다. 교량 분야는 STEEL BOX교를 선정했다. 이에대하여 건설자재. 시공, 수송, 유지관리에 탄소배출량 을 산정하였다. 산정된 결과를 바탕으로 LCA분석의 기틀을 마련하였으며, 이를 통하여 추후 추가적인 기초 DB를 추가하여 교량 분야 전과정평가 LCA를 분석하기 위한 플랫폼을 제작할 예정이다.
산업화에 따른 이산화탄소 등 온실가스 발생량의 증가는 지구 온난화 현상을 가속화 하였다. 이러한 현상은 지난 수 세기동안 지속 되어왔으며 최근 우리 인간 삶에 지대한 영향을 미치고 있다. 이러한 위험에 따라 주요 선진국들은 에너지 감축 및 온실가스 배출량 제한에 대하여 매우 적극적인 입장을 취하고 있다. 유럽연합(EU)은 온실가스 배출 절감을 위해 시행 중인 ‘탄소배출권 거래제(Emission Traiding System)’ 개혁안에 대하여 합의하여 2050년까지 인위적 생성되는 탄소 배출량을 자연적으로 흡수되는 양과 동일하게 하는 ‘탄 소중립’을 목표로 제시하였다. 국내에선 환경영향평가의 대상이 되는 계획 및 개발사업에 도로건설이 포함되는 ‘탄소중립기본법 시행 령’이 지난 3월 의결되어 시행되었다. 이렇듯, 국내외에선 이러한 탄소저감 제도 구축에 노력을 기울이고 있다. 국내에선 도로건설이 환경영향평가의 대상으로 설정되었으나 2011년 국토교통부에서 배포한 시설물별 탄소배출량 산정 가이드라인 외의 구체적인 생애주기 분석 방법이 부재한 상황이다. 따라서 본 연구에서 국제 표준 ISO 14040의 전과정평가 LCA(Life Cycle Assessment) 방법과 2011년 국 토교통부의 시설물별 탄소배출량 산정 가이드라인을 따라 국내 LCI DB(Life Cycle Inventory Data Base)를 활용한 도로 분야의 전과정 탄소 배출량을 산정하였다. 이후 장비 연료 소모량과 자재 사용에 대한 국내외 LCI DB를 추가하여 도로 건설 전 과정에 대한 LCA 분석 플랫폼을 제작할 예정이다.
This study examined the power consumption of angling boats during entry, departure, and fishing operations using a black box-type storage device. Through this analysis, it determined the energy consumption and carbon emissions of small fishing boats used for catching the largehead hairtail. The energy consumption and carbon emissions were calculated using formulas provided by the Korea Energy Agency, which incorporated updated emission coefficients from 2022. The findings revealed that the average power consumption of small fishing boats for the largehead hairtail was 546.3 kWh, with a total energy consumption of 0.1164 TOE and carbon emissions of 24.057 CO2. The average energy consumption was calculated at 0.0006 TOE per kilogram, and the carbon emissions were determined to be 0.135 CO2/kg.
PURPOSES : This study is aimed to economic analysis of the ferronickel slag pavement method carried out to suggest the necessity of developing ferronickel slag pavement technology. METHODS : A life cycle cost analysis of the application of the Ferronickel Slag pavement method and the cutting + overlay pavement method was performed to compare the economic indicators and greenhouse gas emissions for each pavement method. RESULTS : As a result of the analysis, regardless of the Ferronickel Slag mixing rate, if the common performance of the Ferronickel Slag pavement method is the same or superior to the existing pavement method, it is more economical than the existing pavement method. Furthermore, the lower the maintenance cost of the Ferronickel Slag pavement method, the higher the economic feasibility due to the high Ferronickel Slag mixing rate. Greenhouse gas emissions can be reduced from at least 9% to up to 53% through the application of the Ferronickel Slag pavement method, except for some scenario analysis results. CONCLUSIONS : This study provided that the Ferronickel Slag pavement method was superior to the existing pavement method in terms of economic and environmental aspects. Therefore, it was found that the objective justification of developing road pavement technology using Ferronickel Slag was secured.
The study used the whole-life carbon assessment method to conduct a thorough carbon-neutral evaluation of a standard steel structure. To further assess carbon emissions, 11 design-changed models were evaluated, with changes made to the span between beams and columns. The results of the carbon emission assessment showed savings of approximately 13.1% by implementing the stage of the beyond life cycle. Additionally, the evaluation of carbon emissions through design changes revealed a difference of up to 42.2%. These findings confirmed that recycling and structural design changes can significantly reduce carbon emissions by up to 48.6%, making it an effective means of achieving carbon neutrality. It is therefore necessary to apply the stage of beyond life cycle and structural change to reduce carbon emissions.
The interest in greenhouse gases (GHG) emitted from all industries is emerging as a very important issue worldwide. This is affecting not only the global warming, but also the environmentally friendly competitiveness of the industry. The fisheries sector is increasingly interested in greenhouse gas emissions also due to the Paris Climate Agreement in 2015. Korean industry and government are also making a number of effort to reduce greenhouse gas emissions so far, but the effort to reduce GHG in the fishery sector is insufficient compared to other fields. Especially, the investigation on the GHG emissions from Korean fisheries did not carry out extensively. The studies on GHG emissions from Korean fishery are most likely dealt with the GHG emissions by fishery classification so far. However, the forthcoming research related to GHG emissions from fisheries is needed to evaluate the GHG emission level by species to prepare the adoption of Environmental labels and declarations (ISO 14020). The purpose of this research is to investigate which degree of GHG emitted to produce the species (swimming crab and snow crab) from various fisheries. Here, we calculated the GHG emission to produce the species from the fisheries using the life cycle assessment (LCA) method. The system boundary and input parameters for each process level are defined for LCA analysis. The fuel use coefficients of the fisheries for the species are also calculated according to the fuel type. The GHG emissions from sea activities by the fisheries will be dealt with. Furthermore, the GHG emissions for producing the unit weight species and annual production are calculated by fishery classification. The results will be helpful to establish the carbon footprint of seafood in Korea.
The “Carbon Neutral” has become the most important goal to achieve in the era of the climate change crisis. K-water has prepared a roadmap for implementing “Carbon Neutral” by 2050. However, only the reduction targets and strategies for scope 1 and 2 have been set, so the management of carbon generated during the construction project and upfront carbon is not being implemented. Therefore, in this study, the criteria and methodology for estimation carbon emissions in the construction sector at domestic and foreign were reviewed, and a methodology for estimation carbon emissions suitable for K-water construction projects was presented, and a case study was conducted. As a result, most of the carbon emissions were more than 90% of the upfront emissions due to material production. Therefore, upfront carbon management is required for carbon management of K-water construction projects, and it is necessary to quantify carbon emissions through GHG construction inventory, etc., and to establish strategies for future reduction technologies.
This study calculated the on-site measurement (Tier 4) of greenhouse gases emitted during the production stage of major fishing periods that utilize set nets and bamboo weir fishing boats. In addition, using theoretically calculated results (Tier 1), the emission factor presented by the Intergovernmental Panel on Climate Change (IPCC) was comparatively analyzed. On average, carbon emissions for each operating period in the bamboo weir and set net were calculated to be 0.16 and 3.58 kg CO2 time -1 , respectively; and the measurement values (Tier 4) for each tool were about 4-17 times lower than their respective theoretical values (Tier 1). Significant differences were found based on engine performance. As port entry, port departure, and operating periods of the vessels show negligible variation with short distances, the operation of the vessel engine was considered as the main variable for carbon emissions in anchovy set net fishing.