• 제목/요약/키워드: mitigation potential

검색결과 302건 처리시간 0.025초

Global Assessment of Climate Change-Associated Drought Risk

  • 김혜진;김연주
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2019년도 학술발표회
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    • pp.397-397
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    • 2019
  • With the consequences of climate change becoming more evident, research on climate-associated risks has become a basis for climate adaptation and mitigation. Amongst the different sectors and natural resources considered in assessing such risks, drought is one impact to our environment that experiences stress from climate change but is often overlooked and has the potential to bring severe consequences when drought occurs. For example, when temperatures are higher, water demand increases and water supply decreases; when precipitation patterns fluctuate immensely, floods and droughts occur more frequently at greater magnitudes, putting stress on ecosystems. Hence, it is important for us to evaluate drought risk to observe how different climate change and socioeconomic scenarios can affect this vital life resource. In this study, we review the context of drought risk on the basis of climate change impacts and socioeconomic indicators. As underlined in the IPCC AR5 report, the risks are identified by understanding the vulnerability, exposure, and hazards of drought. This study analyzed drought risk on a global scale with different RCP scenarios projected until the year 2099 with a focus on the variables population, precipitation, water resources, and temperature.

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제 1 인산 암모늄 사용량에 따른 시멘트 모르타르의 철근방청성능 평가에 관한 실험적 연구 (Mitigation of Steel Rebar Corrosion Embedded in Mortar using Ammonium Phosphate Monobasic as Hreen Inhibitor)

  • 트란 득 탄;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 봄 학술논문 발표대회
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    • pp.112-113
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    • 2021
  • Phosphate based inhibitor is playing a decisive role in inhibiting the corrosion of steel rebar in chloride condition. We have used different amount of ammonium phosphate monobasic (APMB) as corrosion inhibitor in mortar with different amount of chloride ions. The compressive strength, flexural strength, open circuit potential (OCP), electrochemical impedance spectroscopy (EIS), potentiodynamic polarization resistance (PPR), scanning electron microscopy (SEM) and Raman spectroscopy were performed to access the effect of inhibitor on corrosion resistance. As the amount of inhibitor is increased, the compressive strength increased. The electrochemical results show that as the amount of inhibitor and chloride ions are increased, the total impedance and corrosion resistance of steel rebar increased attributed to the formation of the stable oxide films onto the steel rebar surface. It is suggested that APMB can work in high concentration of chloride ions present in concrete where phosphate ion helps in formation of stable and protective phosphate based oxide film.

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3.5 wt.% NaCl로 오염된 SCP 용액의 부식 개시 완화에 대한 하이브리드 억제제의 효과 (Effect of Hybrid Inhibitor on the Mitigation of Corrosion Initiation in SCP Solution Contaminated 3.5 wt.% NaCl)

  • 트란 득 탄;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
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    • pp.65-66
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    • 2021
  • In this study, the optimum amount of hybrid inhibitors i.e. L-Arginine (LA) and sodium phosphate tribasic dodecahydrate (SP), applied for carbon steel rebar in simulated pore concrete (SCP) solution contaminated with 3.5 wt.% NaCl, was discovered. The corrosion inhibition performance of hybrid inhibitors was investigated by open circuit potential (OCP), electrochemical impedance spectroscopy (EIS), and potentiodynamic polarization. The highest corrosion inhibition efficiency was found as 99.52% corresponding to 2% LA and 0.25% SP after 210 h exposure. Anodic type inhibition action was confirmed by potentiodynamic polarization study. Surface studies including scanning electron microscopy (SEM), and atomic force microscopy (AFM) were used to figure out the surface morphology of the steel rebar treated with hybrid inhibitors in order to collaborate with electrochemical studies.

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염화물 오염 콘크리트 공극 용액에서 철근의 부식 억제에 대한 혼합 억제제의 효과 (Effect of Mixed Inhibitor on Corrosion Inhibition of Steel Rebar in Chloride Contaminated Concrete Pore Solution)

  • 소우멘 만달;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2021년도 가을 학술논문 발표대회
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    • pp.32-33
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    • 2021
  • The corrosion of the embedded steel rebars and the consequent deterioration of the reinforced concrete structure has become a challenging concern to the construction industries for the fiscal deficit. However, corrosion inhibitors are potential and being widely used for corrosion mitigation to solve such problems. This study has been focused on the mixed type of corrosion inhibitor where one component of the corrosion inhibitor is organic and another one is inorganic material. 0.1 (M) triethanolamine (TEA) and 0.01 (M) sodium hexametaphosphate (SHMP) have been mixed in distilled water to produce the mixed inhibitor. Studies of the steel rebar corrosion in chloride contaminated (3.5 wt.% NaCl) concrete pore (CCCP) solution has been conducted using different concentrations of corrosion inhibitor. Electrochemical impedance spectroscopy (EIS) method is involved to understand the corrosion behaviour of the steel rebars at different exposure durations.

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시멘트 모르타르에 매립된 철근의 생태학적 부식방지제로서 폐기물 바이오매스의 적용 (Application of waste biomass as ecological corrosion inhibitors for steel rebar embedded in cement mortar)

  • 카르틱 수비아;이한승
    • 한국건축시공학회:학술대회논문집
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    • 한국건축시공학회 2022년도 가을 학술논문 발표대회
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    • pp.111-112
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    • 2022
  • In this present study, the corrosion mitigation effect of conifer cone extract (CC) was examined in the cement mortar to improve the steel rebar (SR) corrosion resistance. The corrosion inhibition properties of the SR embedded in cement mortar (CM) admixed with different percentage (0, 0.5, 1.0, 1.5, 2.0 %) of CC was studied by open circuit potential (OCP) and electrochemical impedance spectroscopy (EIS) tests. This result confirms that the CM with 0.5% of CC added has better corrosion resistance than the blank specimen (0 % of CC). Although, the percentage of CC increase above 0.5%, the CC could yield a negative impact on CM properties in terms of reducing the corrosion resistance due to the reduction of cement hydration reaction. It was highlighted that the SR embedded in CM containing 0.5% of CC had increased corrosion resistance.

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Measurement of Methane Production from Ruminants

  • Bhatta, Raghavendra;Enishi, Osamu;Kurihara, Mitsunori
    • Asian-Australasian Journal of Animal Sciences
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    • 제20권8호
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    • pp.1305-1318
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    • 2007
  • On a global scale agriculture and in particular enteric fermentation in ruminants is reported to produce about one fourth (21 to 25%) of the total anthropogenic emissions of methane ($CH_4$). Methane is produced during the anaerobic fermentation of hydrolyzed dietary carbohydrates in the rumen and represents an energy loss to the host besides contributing to emissions of greenhouse gases into the environment. However, there appears to be uncertainty in the $CH_4$ estimation from livestock due to the limited availability of data to document the variability at the farm level and also due to the significant impact of diet on the enteric $CH_4$ production. The methane mitigation strategies require robust prediction of emissions from rumen. There are many methods available which would be suitable for measuring $CH_4$ produced from the various stages of animal production. However, several factors need to be considered in order to select the most appropriate technique like the cost, level of accuracy required and the scale and design of the experiments to be undertaken. Selection of any technique depends on the accuracy as each one has its advantages and disadvantages. Screening of mitigation strategies may be evaluated using individual animal before large-scale trials on groups of animals are carried out. In this review various methods for the estimation of methane production from ruminants as well as for the determination of methane production potential of ruminant feeds are discussed. The advantages and disadvantages of the methods starting from respiration chamber, ventilated hood, facemask, sulphur hexafluoride ($SF_6$) tracer technique, prediction equations and meteorological methods to in vitro methods are detailed.

지자체 온실가스 배출특성 분석연구-전라북도 14개 시·군 사례 (A Study on Greenhouse Gas Emission Characteristics for Regional Governments (A Case Study of Jeonbuk Province))

  • 장남정;안정이;김태균;임승현;김득수
    • 한국대기환경학회지
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    • 제27권2호
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    • pp.225-237
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    • 2011
  • For each local town (6 cities and 8 counties) affiliated with Jeonbuk provincial government, characteristics of greenhouse gas (GHG) emissions were analyzed and key emission areas were drawn to establish mitigation policies of the regional greenhouse gases. National Institute of Environmental Research (NIER) reported that the total greenhouse gas emission of Jeonbuk was 20.93 million $tCO_2e$ in 2006. The inland area of 5 cities and 1 county (Jeonju, Gunsan, Iksan, Jungeup, Kimje, Wanju) covered 82% of total greenhouse gas emission in Jeonbuk, while the rest local towns of the province, mostly from mountainous areas were responsible for the rest of the total GHG emission. The cities and counties having relatively higher emission in Jeonbuk province were influenced dominantly by the emission from energy and waste sections. Also, agricultural section showed similar tendency except industrial cities such as Gunsan and Jeonju. In the internal portion of city and county, energy section showed the highest portion at the range of 72.1 (Sunchang)~97.0% (Jeonju) and agricultural section was at the range of 1.2% (Jeonju)~26.6 (Sunchang). When the portion of energy section was higher, the lower agricultural section. The emission index was applied to decide the key city and county and the potential city and county with two methodologies in this study. It was required that the key emission areas were drawn to establish regional greenhouse gases mitigation policies.

강변저류지군의 홍수저감효과 개선방안에 대한 연구 (Study on a Scheme to Increase Flood Reduction Effect of Washlands)

  • 백천우;변천일;김도현;안태진
    • 한국방재학회 논문집
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    • 제10권2호
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    • pp.123-133
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    • 2010
  • 강변저류지와 같은 소규모 수공구조물에 의한 홍수저감방안의 필요성이 증가하고 있으며, 대상 유역내에 다수의 후보지역이 존재하는 강변저류지 계획에 있어서, 네트워크로 간주된 전체 저류지군의 실질적인 홍수조절효과의 산정이 필수적이다. 본 연구에서는 저류용량, 월류고, 월류폭 등과 같은 강변저류지 제원에 대한 민감도 분석을 통한 강변저류지군의 홍수저감효과 개선기법을 제안하였다. 제안된 기법은 설계빈도 홍수사상에 대하여 강변저류지 제원 변화에 따른 직하류부 및 유역출구 홍수저감량 민감도 분석을 실시하고, 민감도분석 결과를 이용하여 직하류부와 유역출구에서의 홍수저감량이 최대가 되게 하는 강변저류지 제원을 결정한다. 제안된 기법을 안성천 유역에 적용하여 적용성을 검토하였으며, 기존의 연구결과와 본 연구에서 제안한 기법의 결과를 비교분석하였다.

서울시내 위치한 콘크리트 고가차도의 내구성능 조사 및 평가 (Investigation and Evaluation on Performance of Durability for Freeway Concrete Viaducts in Seoul Metropolitan Area)

  • 이창수;윤인석
    • 한국방재학회 논문집
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    • 제2권1호
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    • pp.143-152
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    • 2002
  • 본 연구는 서울시내 위치한 39개 콘크리트 고가차도의 중성화 깊이, 가용성 염화물량 및 철근의 자연전위 등을 측정하여 열화의 원인을 분석하기 위한 기초자료를 얻고자 하였다. 전체 조사대상 구조물 가운데 철근위치까지 중성화 깊이가 진행된 구조물은 약 25%에 해당되었으며 중성화 속도는 물-시멘트비 60%, R=1의 조건인 kishitani의 제안식 3.727 $\sqrt{t}$ 보다 5%가 빠른 3.92 $\sqrt{t}$로 나타났다. 콘크리트의 염화물량의 조사결과에서는 전체 측정부위의 24%가 임계염화물량을 초과하였으며 철근의 자연전위는 -350mV(vs. CSE)이하로 측정된 것이 약 31%에 해당되는 구조물로서 과다한 염화물량이 철근부식의 주요 원인이 되는 것으로 조사되었다. 자연전위 -350mV 이하인 구조물에 한한 철근부식의 주요요인을 추정한 결과, 약 60%에 해당하는 부위가 치대 허용염화물량을 초과하였기 때문으로 분석된다.

지진을 고려한 비탈면 설계 방안 (Earthquake Resistant Design Methods on the Slopes)

  • 김주형;이용수;조삼덕
    • 한국방재학회 논문집
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    • 제5권1호
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    • pp.23-32
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    • 2005
  • 1995년 일본 고베 대지진 발생 이후 한국정부는 국내 시설물에 대한 내진설계분야 및 지진피해 최소화 방안에 대한 연구를 지속적으로 진행해왔으며, 현재까지 괄목할 만한 많은 성과를 내고 있다. 그렇지만, 국내비탈면과 같은 구조물들은 여전히 내진설계가 적용되지 않고 있으며, 일부 기관에서만 설계자의 판단에 의해 비탈면 내진설계가 적용되고 있는 실정이다. 본 연구에서는 국내외 비탈면 내진설계에 대한 연구 결과를 소개하고 국내비탈면에 적용할 수 있는 내진설계 방안을 제시하였다. 비탈면 내진설계 적용범위는 경제성, 비탈면의 중요도 및 복구의 용이성 등을 고려하여 공학자가 내진설계 여부를 판단하도록 하는 것이 바람직하며, 우리나라 비탈면의 내진설계 적용 범위 및 관련 기준도 지진관련 자료를 축적하여 향후 단계적으로 정립하는 것이 바람직 할 것으로 판단된다.