• Title/Summary/Keyword: 지하저장

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Carbon Storage and Uptake by Evergreen Trees for Urban Landscape - For Pinus densiflora and Pinus koraiensis - (도시 상록 조경수의 탄소저장 및 흡수 - 소나무와 잣나무를 대상으로 -)

  • Jo, Hyun-Kil;Kim, Jin-Young;Park, Hye-Mi
    • Korean Journal of Environment and Ecology
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    • v.27 no.5
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    • pp.571-578
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    • 2013
  • This study generated regression models through a direct harvesting method to estimate carbon storage and uptake by Pinus densiflora and Pinus koraiensis, the major evergreen tree species in urban landscape, and established essential information to quantify carbon reduction by urban trees. Open-grown landscape tree individuals for each species were sampled reflecting various diameter sizes at a given interval. The study measured biomass for each part including the roots of sample trees to compute the total carbon storage per tree. Annual carbon uptake per tree was quantified by analyzing radial growth rates of stem samples at breast height. The study then derived a regression model easily applicable in estimating carbon storage and uptake per tree for the two species by using diameter at breast height (DBH) as an independent variable. All the regression models showed high fitness with $r^2$ values of higher than 0.98. While carbon storage and uptake by young trees tended to be greater for P. densiflora than for P. koraiensis in the same diameter sizes, those by mature trees with DBH sizes of larger than 20 cm showed results to the contrary due to a difference in growth rates. A tree of P. densiflora and P. koraiensis with DBH of 25 cm stored 115.6 kg and 130.0 kg of carbon, respectively, and annually sequestered 9.4 kg and 14.6 kg. The study has broken new grounds to overcome limitations of the past studies which quantified carbon reduction of the study species by substituting, due to a difficulty in direct cutting and root digging of landscape trees, coefficients from forest trees such as biomass expansion factors, ratios of below ground/above ground biomass, and diameter growth rates.

Evaluation on the Basic Properties of Phosphate Modified Portland Cement Paste for Potential Application of Geologic CO2 Sequestration (이산화탄소 지중 격리용 인산염 혼입 시멘트 페이스트에 관한 기초물성 평가)

  • Yoon, Ju-Han;Kim, Seong-Geun;Kim, Ji-Hyun;Lee, Jae-Yong;Chung, Chul-Woo
    • Journal of the Korea Institute of Building Construction
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    • v.17 no.3
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    • pp.253-260
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    • 2017
  • As global warming became a worldwide issue, a significant effort has been made on the development of technology related to $CO_2$ capture and storage. Geologic sequestration of $CO_2$ is one of those technologies for safe disposal of $CO_2$. Geologic sequestration stores $CO_2$ in the form of supercritical fluid into the underground site surrounded by solid rock, and concrete is used for prevention of $CO_2$ leakage into the atmosphere. In such case, concrete may experience severe damage by attack of supercritical $CO_2$, and especially in contact with underground water, very aggressive form of carbonation can occur. In this work, to prevent such deterioration in concrete, calcium phosphates were added to the portland cement to produce hydroxyapatite, one of the most stable mineral in the world. Temperature rise, viscosity, set and stiffening, and strength development of cement paste incorporating three different types of calcium phosphates were investigated. According to the results, it was found that the addition of calcium phosphate increased apparent viscosity, but decreased maximum temperature rise and 28 day compressive strength. It was found that monocalcium phosphate was found to be inappropriate for portland cement based material. Applicability of dicalcium and tricalcium phosphates for portland cement needs to be evaluated with further investigation, including the long term compressive strength development.

Evaluation of Hydrogeologic Seal Capacity of Mudstone in the Yeongil Group, Pohang Basin, Korea: Focusing on Mercury Intrusion Capillary Pressure Analysis (포항분지 영일층군 이암층의 수리지질학적 차폐능 평가: 수은 모세관 압입 시험의 결과 분석을 중심으로)

  • Kim, Seon-Ok;Wang, Sookyun;Lee, Minhee
    • Economic and Environmental Geology
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    • v.53 no.1
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    • pp.23-32
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    • 2020
  • Geological CO2 sequestration is a global warming response technology to limit atmospheric emissions by injecting CO2 captured on a large scale into deep geological formations. The presented results concern mineralogical and hydrogeological investigations (FE-SEM, XRD, XRF, and MICP) of mudstone samples from drilling cores of the Pohang basin, which is the research area for the first demonstration-scale CO2 storage project in Korea. They aim to identify the mineral properties of the mudstone constituting the caprock and to quantitatively evaluate the hydrogeologic sealing capacity that directly affects the stability and reliability of geological CO2 storage. Mineralogical analysis showed that the mudstone samples are mainly composed of quartz, K-feldspar, plagioclase and a small amount of pyrite, calcite, clay minerals, etc. Mercury intrusion capillary pressure analysis also showed that the samples generally had uniform particle configurations and pore distribution and there was no distinct correlation between the estimated porosity and air permeability. The allowable CO2 column heights based on the estimated pore-entry pressures and breakthrough pressures were found to be significantly higher than the thickness of the targeting CO2 injection layer. These results showed that the mudstone layers in the Yeongil group, Pohang basin, Korea have sufficient sealing capacity to suppress the leakage of CO2 injected during the demonstration-scale CO2 storage project. It should be noticed, however, that the applicability of results and analyses in this study is limited by the lack of available samples. For rigorous assessment of the sealing efficiency for geological CO2 storage operations, significant efforts on collection and multi-aspect evaluation for core samples over entire caprock formations should be accompanied.

Study on the Processing and Compositions of Salted and Dried Mullet Roe (영암산 염건 숭어알의 가공과 조성에 관한 연구)

  • Joe, Sang-June;Rhee, Chong-Ouk;Kim, Dong-Youn
    • Korean Journal of Food Science and Technology
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    • v.21 no.2
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    • pp.242-251
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    • 1989
  • The salted-dried mullet(Mugil japonicus) roe is a kind of traditional food particulary in the area of Young-am gun, Chunnam province. This study was conducted to conform the scientific processing conditions and to evaluate the nutritional quality and changes of major components during storage times. The manufacturing method was that the fresh roe was salted for about 20 hours for the preparation of salted-dried roe, washed by clean waters, drained, shaped a flat piece with 1.2cm thickness by pressing, and spreaded sesame oils on the surface of the salted roe periodically during wind drying for 20 days. The dried roe was blanched in heated water$(80^{\circ}C/3min)$ and packaged the dried product for storages. The fractional compositions of free lipid of wind dried roe were 40% of neutral lipids, 12% of glycolipids and 9% of phospholipids and those of bound lipids were 13% of neutral lipids. 10% of glycolipids and 13% of phospholipids respectively. The major fatty acids of the roe were $C_{16:0}$, $C_{18:0}$, $C_{18:1}$, $C_{18:2}$ and $C_{20:0}$ which was consisted of free and bound lipids in wind drying method during processing and storages. Total amino acids were 99.87g/100g and major amino acids were Glu, Pro, Leu, Lys and CySH and the protein score was average 155% and the chemical score was average 109%. Free amino acids was 1,376mg% that had 50.61% of Pro and the major kinds of those were Tyr and CySH.

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A Review of the Influence of Sulfate and Sulfide on the Deep Geological Disposal of High-level Radioactive Waste (고준위방사성폐기물 심층처분에 미치는 황산염과 황화물의 영향에 대한 고찰)

  • Jin-Seok Kim;Seung Yeop Lee;Sang-Ho Lee;Jang-Soon Kwon
    • Economic and Environmental Geology
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    • v.56 no.4
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    • pp.421-433
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    • 2023
  • The final disposal of spent nuclear fuel(SNF) from nuclear power plants takes place in a deep geological repository. The metal canister encasing the SNF is made of cast iron and copper, and is engineered to effectively isolate radioactive isotopes for a long period of time. The SNF is further shielded by a multi-barrier disposal system comprising both engineering and natural barriers. The deep disposal environment gradually changes to an anaerobic reducing environment. In this environment, sulfide is one of the most probable substances to induce corrosion of copper canister. Stress-corrosion cracking(SCC) triggered by sulfide can carry substantial implications for the integrity of the copper canister, potentially posing a significant threat to the long-term safety of the deep disposal repository. Sulfate can exist in various forms within the deep disposal environment or be introduced from the geosphere. Sulfate has the potential to be transformed into sulfide by sulfate-reducing bacteria(SRB), and this converted sulfide can contribute to the corrosion of the copper canister. Bentonite, which is considered as a potential material for buffering and backfilling, contains oxidized sulfate minerals such as gypsum(CaSO4). If there is sufficient space for microorganisms to thrive in the deep disposal environment and if electron donors such as organic carbon are adequately supplied, sulfate can be converted to sulfide through microbial activity. However, the majority of the sulfides generated in the deep disposal system or introduced from the geosphere will be intercepted by the buffer, with only a small amount reaching the metal canister. Pyrite, one of the potential sulfide minerals present in the deep disposal environment, can generate sulfates during the dissolution process, thereby contributing to the corrosion of the copper canister. However, the quantity of oxidation byproducts from pyrite is anticipated to be minimal due to its extremely low solubility. Moreover, the migration of these oxidized byproducts to the metal canister will be restricted by the low hydraulic conductivity of saturated bentonite. We have comprehensively analyzed and summarized key research cases related to the presence of sulfates, reduction processes, and the formation and behavior characteristics of sulfides and pyrite in the deep disposal environment. Our objective was to gain an understanding of the impact of sulfates and sulfides on the long-term safety of high-level radioactive waste disposal repository.

In-Situ Stress Determinations by Hydraulic Fracturing in Deep Inclined Boreholes for the Design of Underground Oil Storages (유류비축기지 설계를 위한 대심도 경사공에서의 수압파쇄 초기응력 해석)

  • Choi, Sung-Oong;Shin, Hee-Soon;Park, Chan;Syun, Joong-Ho;Bae, Jeong-Sik;Lee, Hyeong-Won;Park, Jong-In;Jeon, Han-Seok
    • Journal of the Korean Geotechnical Society
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    • v.15 no.4
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    • pp.185-205
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    • 1999
  • Hydraulic fracturing tests were performed in two inclined boreholes for the design of underground oil storages in Korea. Extensions of their application limits were expected through a precise comparison between the interpretation techniques for the vertical and the inclined boreholes. Especially, it was verified that the magnitude of in-situ stress can be varied even in the same rock mass with a variety of geographic/geotechnical characteristics. It was also demonstrated that its orientation can be changed even in the same borehole with the existence of explicit discontinuities.

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Hydrological Data Information System Building of the Seolma-Cheon Experimental Catchment (설마천 시험유역의 수문자료 정보시스템 구축)

  • Kim, Dong-Phil;Yim, Dong-Hee
    • Proceedings of the Korea Water Resources Association Conference
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    • 2009.05a
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    • pp.1797-1801
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    • 2009
  • 수문자료 정보시스템은 설마천 시험유역의 신뢰성 있는 수문자료를 체계적으로 저장하고 관리하며, 간단한 가입절차를 통해 사용자에게 온라인으로 신속하게 제공하는 시스템이다. 설마천 시험유역은 관측망 설계가 이루어진 1995년부터 현재까지 지속적으로 운영되고 있으며, 본격적으로 2000년부터 신뢰할 만한 관측자료가 생성되어 왔다. 구축된 설마천 시험유역의 수문자료 정보시스템은 1996년부터 현재까지 생성된 관측자료와 가공자료로 구성되어 있다. 관측자료에는 실시간-시계열 자료(6개소 우량, 2개소 하천수위, 1개소 유량), 비실시간-시계열자료(5개소 우량, 2개소 3종의 하천수위, 2개소 지하수위, 1개소 파샬플륨 수심, 1개소 14종의 기상), 비실시간-비시계열 자료(3개소 유량측정성과, 3개소 수질, 2개소 부유사량) 등이 있으며, 가공자료에는 2개소 유역면적우량, 2개소 유량환산자료가 있다. 관측된 자료는 수문자료 처리절차에 따라 비교·검토를 통하여 자료를 확정시킨다. 확정된 자료는 새로운 설마천 시험유역 홈페이지(http://seolmacheon.kict.re.kr)를 통해 간단한 등록을 한 후 필요로 하는 자료를 검색하여 추출할 수 있다. 제공되는 자료에는 6개 지점우량, 2개소 유역면적우량, 2개소 하천수위, 2개소 지하수위, 2개소 유량, 1개소 18종의 기상, 3개소 유량측정성과, 3개소 수질, 2개소 부유사량 자료 등이 있다. 설마천 시험유역에서 축적된 수문자료는 본 시스템을 통하여 널리 사용자에게 쉽게 제공이 가능함에 따라 자료의 이용도가 크게 증대될 것이며, 동시에 자료의 공유는 자료의 검증을 확보할 수 있을 것이다. 따라서, 자료의 공유와 검증이 이루어진 수문자료는 수자원 연구 및 개발 분야에 직접적인 이용이 가능할 것으로 기대된다.

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Ventilation System Strategy for a Prospective Korean Radioactive Waste Repository (한국형 방사성 폐기물 처분장을 위한 환기시스뎀 전략)

  • Kim Jin;Kwon Sang-Ki
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • v.3 no.2
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    • pp.135-148
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    • 2005
  • In the stage of conceptual design for the construction and operation of the geologic repository for radioactive wastes, it is important to consider a repository ventilation system which serves the repository working environment, hygiene & safety of the public at large, and will allow safe maintenance like moisture content elimination in repository for the duration of the repositories life, construction/operation/closure, also allowing safe waste transportation and emplacement. This paper describes the possible ventilation system design criteria and requirements for the prospective Korean radioactive waste repositories with emphasis on the underground rock cavity disposal method in the both cases of low & medium-level and high-level wastes. It was found that the most important concept is separate ventilation systems for the construction (development) and waste emplacement (storage) activities. In addition, ventilation network system modeling, natural ventilation, ventilation monitoring systems & real time ventilation simulation, and fire simulation & emergency system in the repository are briefly discussed.

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Mode II fracture toughness determination of rocks using short beam compression test (짧은 보 압축 시험법을 이용한 암석의 모드 II 파괴 인성 측정)

  • Ko, Tae Young;Kemeny, J.
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.15 no.6
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    • pp.547-557
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    • 2013
  • The mode II fracture toughness and strength due to shear stress are important parameters in the stability of caprock and injection zone with application to geological sequestration of carbon dioxide. In this research, a short beam compression test has been used to determine the shear strength and the mode II fracture toughness for Coconino sandstone. The average value of the shear strength and mode II fracture toughness are estimated to be 23.53 MPa and 1.58 MPa${\surd}$m respectively. The stress intensity factor is suggested by finite element analysis using the displacement extrapolation method. The effect of biaxial stress and water saturation on the fracture toughness has also been investigated. The fracture toughness increases with confining stresses, but decreases by 11.4% in fully saturated condition.

A Study on the Efficiency of Water Curtain around the Underground Oil Storage Cavern (지하유류비축공동(地下油類備蓄空洞)에서 Water Curtain의 효율성(効率性)에 관한 연구(硏究))

  • Chung, Hyung Shik;Lee, Ik Hyo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.3 no.3
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    • pp.87-94
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    • 1983
  • The successful oil storage in the underground cavern is dependent on how to keep the water-tightness around the cavern by the groundwater. If the water-tightness is not secured, gas bubles will leak out and oil migrate to the adjacent empty cavern. An electrical analogy method was employed in studying the influences of the position of horizontal and vertical water curtains, the head of water curtain and the intervals of the cavern spacings and boreholes on the gas leakage and the oil migration into the adjacent empty cavern. The result shows that if the cavern spacing is narrow, the vertical water curtain should be established and if the cavern spacing is more than twice the cavern height, its establishment is not necessary. All the detailed factors required to prevent the oil migration are shown on graphs.

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