• 제목/요약/키워드: Soil Particles

검색결과 674건 처리시간 0.025초

가스 하이드레이트가 매장된 해저사면의 붕괴에 관한 기초적 연구 (A Preliminary Study on Submarine Slope Failure of Gas Hydrate-bering Sediments)

  • 박성식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 춘계 학술발표회 초청강연 및 논문집
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    • pp.399-404
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    • 2008
  • The influence of gas hydrate dissociation on submarine slope stability was studied in this paper. Gas hydrates are stable under high pressure and low temperature conditions. Once gas hydrate dissociates due to natural or human activities, it generates large amount of gas and water. During gas hydrate dissociation, a pore pressure between soil particles increases and results in the loss of an effective stress and degradation of soil stiffness. A pore pressures model was proposed to calculated excess pore pressures generated by gas hydrate dissociation at the Storegga Slide. A slope stability analysis for the Storegga Slide using a two dimensional finite difference method was carried out by considering excess pore pressures due to gas hydrate dissociation. Since the excess pore pressure calculated by the proposed method resulted in the considerable loss of stiffness and strength in slope, a submarine slope failure occurred at the Storegga slide was well simulated.

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하수처리장 방류수를 이용한 인공함양 가능성 평가

  • 김병군;서인석;홍성택;김형수
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 추계학술발표회
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    • pp.257-260
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    • 2002
  • The main purpose of this research is to find suitable treatment methods of wastewater effluent for artificial recharge. For this purpose, we search the effluent quality of wastewater treatment plant and possibility of additional filtration process. Particles ranged 2 ~ 5 ${\mu}{\textrm}{m}$ and 15~20 ${\mu}{\textrm}{m}$ in "T" WWTP(Waste Water Treatment Plant) effluent were relatively dominant. In dual-media filtration system operation, head-loss development of column 1 was about two times faster than column 2, and head-loss development within 5 cm from surface was very important factor in operation, Conclusively, for the stable filtration and running time of 1.5~2 day, influent turbidity must keep 5 NTU or below, and filtration system must operated at 280 m/day or below. After filtration of WWTP effluent, water quality reached satisfactory level. This water has potential of agricultural reusing, flushing water in building, recharging water to river or stream at dry season and artificial recharge of ground water.und water.

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Heavy metals and VOCs contamination of urban Broundwaters in Seoul, Korea

  • Park, Seong-Sook;Yun, Seong-Taek;Park, Byoung-Young;Yu, Soon-Young
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2002년도 추계학술발표회
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    • pp.291-295
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    • 2002
  • We measured the concentrations of heavy metals and VOCs in groundwaters (N=38) in Seoul. The comparison of our data with U.S. Environmental Protection Agency's Maximum Contaminant Levels for Drinking Water and with the Korean Drinking Water Standards shows that most of the metals except for Fe and Mn do not exceed the levels. However, the concentrations of most heavy metals (esp., Zn, Cu, Cr, Ni) tend to increase in residential and industrialized areas. The examination of the metal speciation using Anodic Stripping Voltammetry (ASV) and TOC analyzer Indicates that large amounts of Zn occur as labile metal fraction, whereas Cu occurs as non- labile forms at many sites, possibly due to its tendency to be adsorbed onto inorganic colloidal particles to form electroinactive species in groundwater. The most frequently existed VOCs in Seoul groundwaters are trichloroethylene and tetrachloroethylene, especially in agricultural, industrial, and high traffic areas.

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망간산화물을 이용한 1-Naphthol의 산화-공유결합 반응 속도 연구

  • 임동민;신현상;전병우;강기훈
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2005년도 총회 및 춘계학술발표회
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    • pp.49-52
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    • 2005
  • In this study, abiotic transformation of 1-naphthol via oxidative-coupling reaction was evaluated using Mn oxide which is ubiquitous in natural soils. The transformation of 1-naphthol catalyzed by synthetic birnessite $({\delta}-MnO_2)$ followed pseudo-lst order reaction, and the rate constants was in the range of $0.053{\sim}0.13\;min^{-1}$ with birnessite loadings of $12.5{\sim}50\;mg/20\;mL$. Since the oxidation of 1-naphthol was occurred on the reactive surface of the oxide particles, the rate constants with various birnessite loadings were correlated with birnessite surface area concentration. The correlation showed a strong linearity, which confirms the supposition of the surface reaction. From the correlation, therefore, the surface area normalized rate constant, $k_{surf}$, was determined to be 0.032 $L/m^2\;min$.

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남악신도시 연약점토의 물리적 특성 및 역학적 특성 연구 (Physcial and Mechanical Characteristics of Soft Clay in Nam-Ak New City)

  • 김종렬;배성웅;이치열
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2002년도 가을 학술발표회 논문집
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    • pp.271-278
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    • 2002
  • Soft ground has complex features in mechanic character of ground. Some problems about the settlement and transformation occur if the ground strength is comparatively weak and the depth is large. Therefore, we should consider physical and mechanical characters for safe, economical design and management. As the result of the course, we can compare them with those of field then solve the limitations which were came from the complex character of the soft ground. I have considered the soil's physical character (specific gravity of soil particles, moisture content, grain-size analysis etc) and mechanical character (direct shear test, consolidation, triaxial shear test etc), and then make out a linear interpolation by regression using the two, those and connection of the depth

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가스 하이드레이트의 해리로 발생하는 간극수압의 계산방법 (Excess Pore Water Pressure Calculation Methods due to Gas Hydrate Dissociation)

  • 박성식
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2008년도 추계 학술발표회
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    • pp.888-892
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    • 2008
  • If gas hydrate dissociates due to natural and/or human activities, it generates large amount of gas and water. Upon gas hydrate dissociation, a generated pore water pressure between soil particles increases and results in the loss of an effective stress and degradation of soil stiffness and strength. In order to predict the generated excess pore water pressure due to gas hydrate dissociation, two methods based on small hydrate concept (SHC) and large hydrate concept (LHC) are proposed. An excess pore water pressure generated by the gas hydrate dissociation in the Storegga Slide was calculated using two proposed methods.

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토양의 다중이온체계내에서의 황산이온의 이동을 고려한 흡착기작 (Mechanisms of Adsorption with Respect to Sulfate Mobility in Multispecies Systems of Soils)

  • 정덕영
    • 농업과학연구
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    • 제27권2호
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    • pp.135-140
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    • 2000
  • 토양내에서 황산이온의 이동성은 산화환원전위, 토양광물 특성, pH, 그리고 환산이온과 토양입자 표면에 흡착에 관여하는 타 음이온들에 의해 영향을 받는다고 알려져 있 다. 제시된 황산이온의 흡착 기작은 토양입자 표면과 수용성상태의 음이온간의 상관 관계를 나타낸 것이다. 그러므로 흡 탈착연구로 부터 얻어진 적정한 계수를 적용함으로서 다중 이온이 존재하는 토양내에서의 일반적 등온흡착 곡선을 적용할 수 있는 이 동모형은 실험적 접근 방법을 수용하게 된다.

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산업폐기물의 잔디용 유기질 비료화에 관한 연구 (Utilization of Industrial Waste to Organic Fertilizer for Lawn)

  • 주영규
    • 아시안잔디학회지
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    • 제5권2호
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    • pp.81-86
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    • 1991
  • The sludge, a waste of brewery industries, was examined for potentials as a natural organic fertilizer (or soil conditioner) for lawn. Trial products were measured for changes of physical, chemical properties in laboratory and seed germination and seedling growth in green house were also tested. The results are as the following:1The sludge from distilled liquor brewery contained high quantity of organic matter which had proper physical and chemical properties for lawn fertilizer (natural organic fertilizer, soil conditioner, top-dressing mix) . It showed good characteristics in handling and capabilities to be developed as commercial products for golf courses. 2.Sludge from beer company needs proper treatment to improve physical properties for futher degradiation. It is because aggregation of the sludge particles prevented microbial activities and changing to soluble form. 3.Green carbon can be used as carbon source for organic fertilizer production using brewery sludge, but it should not contain wood extract which inhibit seed germination and seedling growth.

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Characteristics of micro-plastics in stormwater sediment basin: Case study of J wetland

  • Jiyeol Im;Kyungik Gil
    • Membrane and Water Treatment
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    • 제14권4호
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    • pp.147-153
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    • 2023
  • Urbanization has been causing such new pollutants as micro-plastic, thus the environmental impact of new pollutants on ecosystem is rapidly increasing. When it comes to micro-plastic, a representative artificial trace pollutant, its risk has been increased at a much faster rate, however the depth study associated with stormwater sediment and wetland was relatively rare. In this research, soil samples from storm water sediment were analyzed for distribution characteristics of micro-plastics in the J wetland (registered as Ramsar wetland, May 2021 and a representative environmental site in South Korea). Analyzed soil samples found approximately 201 ± 93 particle/kg (based on unit weight, Total micro plastic particles / Total Sample weight) micro-plastics in the samples. When considering the total quantitative numbers in stormwater sediment in the entire area of the J wetland, over 15,000 micro-plastics were estimated to be contaminating such area. In addition, in terms of qualitative numbers, micro-plastics were contaminating the J wetland with 94.7 % ratio of styrofoam type (43.9%) and polyethylene type (50.8%). These research results can be used as base data sets for controlling micro-plastics in the J wetland.

새만금 간척전·후 금강 하구의 퇴적 과정에 관한 연구 (A study of Sedimentation Processes in Estuary of the Geum river before and after Saemangeum reclamation)

  • 신문섭;배기성;김남형
    • 한국지반환경공학회 논문집
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    • 제2권3호
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    • pp.5-15
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    • 2001
  • 새만금방조제 축조 전 후 금강하구의 조류 변화와 잔차류특성, 금강의 부유사 유입에 의한 퇴적 과정을 알아보았다. 잔차류는 새만금방조제 축조 전후 금강 하구역의 조석잔차류와 관측된 수온 염분, 바람자료를 이용하여 계산하였다. 계산에 의한 퇴적과정은 잔차류와 입자의 침강속도를 고려하여 Euler Lagrange 방법으로 부유사의 분산 퇴적과정을 3차원 수치 실험에 의하여 재현하였다. 토립자(土粒子)의 중앙입경은 $150{\mu}m$, $300{\mu}m$, $400{\mu}m$의 경우에 대하여 적용하였다. 토립자(土粒子)의 분포사항은 금강하구둑에서 토립자(土粒子) 방류후 24시간과 72시간에 대하여 알아보았다. 그 결과 봄에 관측한 수온 염분, 바람, 조석응력을 이용하여 계산한 잔차류의 특성은 상층에서 만경강과 동진강 하구역에서 시계방향의 흐름분포를 나타내었다. 그리고 하구특성의 하나인 밀도류에 의한 흐름은 하구 쪽 방향으로 아주 작은 분포를 하고 있었다. 부유사의 분산 퇴적과정을 수치실험 한 결과 24시간후의 퇴적분포는 대부분 금강하구와 장항해역에서 퇴적분포를 나타내고 있었으나 72시간 후에는 금강하구와 장항해역, 만경강과 동진강하구까지 퇴적분포를 나타내었다.

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