• Title/Summary/Keyword: particle erosion

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Review on Soil Erosion and Loss Management System of the Calgary City Government, Albert, Canada (캐나다 앨버트 주 캘거리 시의 토사관리제도에 관한 고찰)

  • Kim, Youngchul;Kim, Lee-Hyung;Hwang, Sung Woo
    • Journal of Wetlands Research
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    • v.17 no.2
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    • pp.163-175
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    • 2015
  • In this paper, soil erosion and soil loss management system (SMS) of the City of Calgary in Albert, Canada was reviewed. Regulatory basis supporting this soil management system, permit process and conditions, guidelines and principles for the SMS, and monitoring and repair duties, inspection were discussed. Permit process in the City of Calgary is handled mainly by Urban Development Division, in which special task force called CPAG (Coorporative Planning Application Group) (if necessary circulated through related subdivisions). Inspects all the permit conditions and decides permit or refusal, and LUM (Land Use and Mobility) advertises the approval, if there is no appeals, permit is released to developers. If permit is rejected, applicant can appeals Development Appeal Board, it can approve or reject. In addition to permit, the city has manual for soil management plan, which includes BMP selection, design, monitoring, maintenance, and inspection activities. Perfect SMS policy does not necessarily guarantee relieving the soil-particle related pollution problem, but in Korea, we have to recognize that construction works during development is potentially the most destructive stage of environmental pollution. The central and local governments must make preparations for the effective and tight regulations and ordinance which is appropriate for regional social-economic conditions.

Numerical Implication of Concrete Material Damage at the Finite Element Levels (콘크리트 재료손상에 대한 유한요소상의 의미)

  • Rhee, In-Kyu;Roh, Young-Sook;Kim, Woo
    • Journal of the Korea Concrete Institute
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    • v.18 no.1 s.91
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    • pp.37-46
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    • 2006
  • The principal objective of this study is to assess the hierarchical effects of defects on the elastic stiffness properties at different levels of observation. In particular, quantitative damage measures which characterize the fundamental mode of degradation in the form of elastic damage provide quite insightful meanings at the level of constitutive relations and at the level of structures. For illustration, a total of three model problems of increasing complexity, a 1-D bar structure, a 2-D stress concentration problem, and a heterogeneous composite material made of a matrix with particle inclusions. Considering a damage scenario for the particle inclusions the material system degrades from a composite with very stiff inclusions to a porous material with an intact matrix skeleton. In other damage scenario for the matrix, the material system degrades from a composite made of a very stiff skeleton to a disconnected assembly of particles because of progressive matrix erosion. The trace-back and forth of tight bounds in terms of the reduction of the lowest eigenvalues are extensively discussed at different levels of observation.

Derivation Method of Rating Curve and Relationships for Flow Discharge-Total Sediment at Small-Midium Streams in Agrarian Basin (농경유역 중소하천에서 유량과 총유사량의 관계식 유도방법)

  • Lee, Jong-Seok;Kim, Chi-Gon;You, Eui-Geen
    • The Journal of the Korea Contents Association
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    • v.15 no.8
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    • pp.544-555
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    • 2015
  • This study aims to derivate of the relationship and rating curve for the flow discharge-total sediment using the measured field data from the main points of small-medium stream reaches in agrarian basin. The total sediment of measured data are obtained by bed load added to suspended load which analyzed using the particle size distribution curve of sieve test and the dry or the filtration method from the collected samples by samplers (DH-48, D-74 and BLH-84, BL-84) at the stream bed and the depth-averaged concentration, respectively. These field data had been collected from August 2012 to September 2014 at the seven measuring stations of the national-local channel reaches of the four study streams in the Nonsan river systems of agrarian basin. As a result, the relationships and the rating curve for the flow discharge-total sediment are derived as a function pattern of power law by analyzing on a distribution characteristic of the database set and it will be used as a useful tool to analyze erosion, deposition, and transportation in theoretical research as well as in practical application of the hydraulic sedimentation engineering.

Effect of Ambient Temperature on Insulation Lifetime of Inverter Surge Resistant Enameled Wire Prepared with Organic/Inorganic Hybrid Nanocomposite

  • Park, Jae-Jun
    • Transactions on Electrical and Electronic Materials
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    • v.17 no.3
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    • pp.163-167
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    • 2016
  • Inverter surge resistant enameled wire was prepared with an organic/inorganic hybrid nanocomposite, and the effect of ambient temperature on the insulation lifetime of the enameled wire in the form of twisted pair was studied by a withstanding voltage tester. The organic polymer was Polyesterimide-polyamideimide (EI/AI) and the inorganic material was a Nano-sized silica (average particle size : 15 nm). The enamel thickness was 50 μm and the ambient temperature was 100, 150, 200, and 250, respectively. Transmission electron microscopy (TEM) observation showed that Nano-sized Silica were evenly dispersed in EI/AI. There were many air gaps in a twisted pair, therefore, when voltage was applied to the twisted pair, enamel erosion took place in the air gap area because of partial discharge accordi, ng to Paschen’s law. As ambient temperature increased, insulation lifetime decreased according to Arrhenius relationship, which was explained by the increasing mobility of polymer chains in EI or AI. And insulation breakdown voltage value at 10 kHz was 1,864.5 sec (31.1 min), which is 1.9 times higher than at 20 kHz, 981.6 sec (16.4 min).

Soil Properties Under Different Vegetation Types in Chittagong University Campus, Bangladesh

  • Akhtaruzzaman, Md.;Roy, Sajal;Mahmud, Muhammad Sher;Shormin, T.
    • Journal of Forest and Environmental Science
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    • v.36 no.2
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    • pp.133-142
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    • 2020
  • Soil physical and chemical properties at three layers such as top (0-10 cm), middle (10-20 cm) and bottom (20-30 cm) layers under three different vegetation types were studied. Soil samples were collected from Acacia forest, vegetable and fallow lands of Chittagong university campus, Chittagong, Bangladesh. Results showed that sand was the dominant soil particle followed by clay and silt fractions in all soil depths under different vegetation types. Soils of fallow land showed the highest values of bulk density while forest soils had the lowest values at three depths. Acacia forest soil having lowest values of dispersion ratio (DR) is less vulnerable while fallow soil with highest DR values is more vulnerable to soil erosion. The lower pH value at all soil layers in three ecosystems represented that soils under study are acidic in nature. Contents of organic matter, total nitrogen, exchangeable cations (Ca2+, Mg2+, K+ and Na+) and cation exchange capacity (CEC) were observed higher in Acacia forest soils compared to vegetable and fallow soils. Only soils of vegetable land had higher level of available phosphorus in three layers than that of other two land covers. The study also revealed that different soil properties were observed in three different vegetation types might be due to variation in vegetation and agronomic practices.

Measurement and Numerical Model for Wave Interation on Impermeable Steep Slopes (불투수성 급경사면 위의 파랑상호작용에 관한 수치모델 및 실험)

  • Kim, In-Chul;Ahn, Ik-Seong
    • Journal of Ocean Engineering and Technology
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    • v.22 no.5
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    • pp.44-51
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    • 2008
  • The planning and design of coastal structures against wave attack is required to accurately predict wave transformation, wave run-up, and fluid. particlevelocities an a slope. On tire other hand, in tire swash and surf zones of a natural beach, where coastal erosion and accretion occur at tire land-sea boundary, hydrodynamic analysis is essential. In this study, a RBREAK2 numerical model was created based on the nonlinear shallow water equation and laboratory measurements were carried out in terms of tire free surface elevations and velocities for tire cases of regular and irregular waves on 1 : 10 and 1 : 5 impermeable slopes. The data were used to evaluate tire applicability and limitations of tire RBREAK2 numerical model. The numerical mode1 could predict tire cross-shore variation of the wave profile reasonably well, but showed more accurate results for slopes that were steeper than 1 : 10. Except near tire wave crest, tire computed depth averaged velocities could represent tire measured profile below tire trough level fairly well.

Recent Advances in Sedimentation and River Mechanics

  • Pierre Julien
    • Proceedings of the Korea Water Resources Association Conference
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    • 2002.05a
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    • pp.3-16
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    • 2002
  • This article describes some of the recent and on-going research developments of the author at Colorado State University. Advances in the field of sedimentation and river mechanics include basic research and computer modeling on several topics. Only a few selected topics are considered here: (1) analytical determination of velocity profiles, shear stress and sediment concentration profiles in smooth open channels; (2) experiments on bedload particle velocity in smooth and rough channels; (3) field measurements of sediment transport by size fractions in curved flumes. In terms of computer modeling, significant advances have been achieved in: (1) flashflood simulation with raster-based GIOS and radar precipitation data; and (2) physically-based computer modeling of sediment transport at the watershed scale with CASC2D-SED. Field applications, measurements and analysis of hydraulic geometry and sediment transport has been applied to: (1) gravel-bed transport measurements in a cobble-bed stream at Little Granite Creek, Wyoming; (2) sand and gravel transport by size fraction in the sharp meander bends of Fall River, Colorado; (3) changes in sand dune geometry and resistance to flow during major floods of the Rhine River in the Netherlands; (4) changes in hydraulic geometry of the Rio Grande downstream of Cochiti Dam, New Mexico; and (5) analysis of the influence of water temperature and the Coriolis force on flow velocity and sediment transport of the Lower Mississippi River in Louisiana. Recent developments also include two textbooks on "Erosion and Sedimentation" and "River Mechanics" by the author and state-of-the-art papers in the ASCE Journal of Hydraulic Engineering.

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An experimental study on depositional environments and consolidation properties of Shihwa deposits (시화지역 퇴적층의 퇴적환경과 압밀 특성에 관한 연구)

  • Won, Jeong-Yun;Chang, Pyoung-Wuck;Kim, Dong-Beom;Son, Young-Hwan
    • Proceedings of the Korean Geotechical Society Conference
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    • 2004.03b
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    • pp.203-210
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    • 2004
  • Consolidation properties were analysed by means of depositional environments. Depositional environments including geochemical properties, porewater chemistry, sediment structures, particle size distributions and carbon age dating were analysed using undisturbed samples retrieved successively from a boring hole in the study area. Laboratory oedometer tests and anisotropic consolidated triaxial tests(CKoUC) were performed to examine the overconsolidation phenomenons. Based on the carbon age dating results and profiles of geochemical properties, porewater chemistry, salinity and pH, it was founded that the upper silt/clay complex layer was deposited under marine condition while sand and clay layers were deposited under fluvial condition. Planar laminated structures of silts and clays were dominant in marine deposits. Although there was no clear evidences that geological erosion had been occurred in marine deposits, overconsolidation ratio obtained from oedometer tests were greater than unity. Stress paths of samples behaved similar to those of normally consolidated clays. Data plotted in stress state charts proposed by Burland(1990) and Chandler(2000) showed that the marine deposits were geologically normally consolidated. These apparent overconsolidations can be explained by the fabric and chemical bonding due to the difference of the rate of deposition.

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Pathological Study on the Pulmonary Toxicity of Particulate Matters (Carbon Black, Colloidal Silica, Yellow Sands) in Mice

  • Shimada, Akinori
    • Proceedings of the Korean Society of Toxicology Conference
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    • 2005.05a
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    • pp.51-82
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    • 2005
  • To compare the pulmonary toxicity between ultrafine colloidal silica particles (UFCSs) and fine colloidal silica particles (FCSs), mice were intratracheally instilled with 3 mg of 14-nm UFCSs and 230-nm FCSs and pathologically examined from 30 mill to 24 hr post-exposure. Histopathologically, lungs exposed to both sizes of particles showed bronchiolar degeneration and necrosis, neutrophilic inflammation in alveoli with alveolar type II cell proliferation and particle-laden alveolar macrophage accumulation. UFCSs, however, induced extensive alveolar hemorrhage compared to FCSs from 30 min onwards. UFCSs also caused more severe bronchiolar epithelial cell necrosis and neutrophil influx in alveoli than FCSs at 12 and 24 hr post-exposure. Laminin positive immunolabellings in basement membranes of bronchioles and alveoli of UFCSs treated animals was weaker than those of FCSs treated animals in all observation times. Electron microscopy demonstrated UFCSs and FCSs on bronchiolar and alveolar wall surface as well as in the cytoplasm of alveolar epithelial cells, alveolar macrophages and neutrophils. Type I alveolar epithelial cell erosion with basement membrane damage in UFCSs treated animals was more severe than those in FCSs treated animals. At 12 and 24 hr post-exposure, bronchiolar epithelia cells in UFCSs treated animals showed more intense vacuolation and necrosis compared to FCSs treated animals. These findings suggest that UFCSs has greater ability to induce lung inflammation and tissue damages than FCSs.

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3차원 입자 시뮬레이션을 이용한 직각 자석 구조의 마그네트론 스퍼터 장비 모델링 및 타겟 침식률 계산

  • Jang, Hyeon-U;Kim, Seong-Bong;Park, Jang-Sik;O, Ji-Yeong;Lee, Seung-Gil;Yu, Seok-Jae;Yu, Chang-Mo
    • Proceedings of the Korean Vacuum Society Conference
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    • 2011.02a
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    • pp.278-278
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    • 2011
  • LCD 생산에 적용할 수 있는 대형 마그네트론 스퍼터 장비에서 공간적으로 불균일한 타겟 침식은 타겟의 사용 효율을 떨어뜨린다. 특히 직사각형의 외부 자석과 직선형태의 내부 자석 구조를 가진 마그네트론 스퍼터에서는 cross-corner 효과로 인해 국부적으로 일정 부분에 대한 상대적으로 높은 침식률이 문제가 된다. 이러한 문제를 해결하기 위해 국부적으로 자기장 세기를 바꾸는 시행착오를 통하여 실험적으로 문제를 해결하려는 방법이 있지만 비용 및 시간이 매우 많이 들어 전산모사를 통한 문제 해결 방법이 훨씬 유리하다. 우리는 몬테 카를로 방법에 기반한 3차원 입자 시뮬레이션을 통하여 마그네트론 스퍼터 장비를 모델링을 하였다. 직사각형의 외부와 직선형의 내부 자석 구조가 만들어 내는 정적인 공간 자기장의 분포는 OPERA3D를 이용하여 계산하였고, 플라즈마 입자들이 만들어내는 자기장에 의해 섭동영향을 받지 않는다고 가정하였다. 플라즈마 전기장 및 전하의 운동은 상호작용의 일관성이 유지되도록 계산하였다. 이온밀도의 공간분포는 내부 자석과 외부 자석 사이의 직선 부분 보다 cross-corner 효과가 일어나는 부분에서 상대적으로 더 높은 밀도분포를 보였다. 플라즈마 시뮬레이션을 통하여 얻은 타겟에 입사한 이온의 개수 및 속도에 대한 정보를 이용하여 타겟의 침식률을 계산하였다. 이러한 침식률을 계산하기 위한 시뮬레이션 기술은 산업용 대형 스퍼터 장비 연구 및 개발에 매우 효율적인 방법이 될 것이다.

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