• 제목/요약/키워드: Water-entry

검색결과 210건 처리시간 0.026초

주문진 표준사의 상대밀도에 따른 불포화 투수계수함수 산정 (Estimation on Unsaturated Hydraulic Conductivity Function of Jumoonjin Sand for Various Relative Densities)

  • 송영석
    • 대한토목학회논문집
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    • 제33권6호
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    • pp.2369-2379
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    • 2013
  • 불포화 조건에서 흙의 초기 밀도에 따라 흙-함수특성곡선이 변화시키게 되며, 이로 인하여 불포화 조건에서 투수특성도 변화하게 된다. 이에 대한 영향을 고찰하기 위하여 상대밀도 40%, 60% 및 75%의 주문진 표준사에 대한 건조 및 습윤과정에서의 흙-함수특성곡선(SWCC)과 불포화 투수계수함수를 산정하였다. van Genuchten (1980)의 방법을 이용하여 흙-함수특성곡선(SWCC)을 산정한 결과 공기유입값과 관계된 계수 ${\alpha}$는 습윤과정에서 더 큰 값을 가지며, 변곡점의 경사에 관계된 계수 n과 잔류함수비에 관계된 계수 m은 건조과정에서 더 큰 값을 갖는다. 그리고 상대밀도가 증가할수록 공기함입치는 증가하지만 수분함입치는 감소하며, 동일한 상대밀도에서 공기함입치는 수분함입치보다 크게 발생된다. 한편, 계수추정방법 가운데 하나인 van Genuchten (1980)의 방법을 적용하여 불포화 투수계수함수를 산정한 결과 불포화 투수계수는 포화시 투수계수로 일정하게 유지되다가 공기함입치 혹은 수분함입치 직전에 급격하게 감소하는 것으로 나타났다. 건조과정에서의 포화투수계수는 습윤과정에서의 포화투수계수보다 크게 나타나며, 상대밀도가 증가함에 따라 건조 및 습윤과정에서의 포화투수계수는 감소한다. 실험결과에 의하면 주문진 표준사의 초기 간극비에 따라 흙-함수특성곡선(SWCC)에서의 공기함입치(AEV)는 감소하고 포화투수계수는 증가하므로, 흙-함수특성곡선(SWCC)과 불포화 투수계수함수(HCF)는 초기 간극비에 영향을 받는 것으로 나타났다.

A Study of the Flow Phenomenon of Water in a Channel with Flat Plate Obstruction Geometry at the Entry

  • Khan, M.M.K.;Kabir, M.A.;Bhuiyan, M.A.
    • Journal of Mechanical Science and Technology
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    • 제17권6호
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    • pp.879-887
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    • 2003
  • The flow in a parallel walled test channel, when obstructed with a geometry at the entrance, can be forward, reverse and stagnant depending on the position of the obstruction. This interesting flow phenomenon has potential benefit in the control of energy and various flows in the process industry In this experiment, the flat plate obstruction geometry was used as an obstruction at the entry of the test channel. The parameters that influence the flow inside and around the test channel were the gap (g) between the test channel and the obstruction geometry, the length (L) of the test channel and the Reynolds number (Re). The effect of the gap to channel width ratio (g/w) on the magnitude of the velocity ratio (V$\_$i/ / V$\_$o/ : velocity inside/ velocity outside the test channel) was investigated for a range of Reynolds numbers. The maximum reverse flow observed was nearly 20% to 60% of the outside velocity for Reynolds number ranging from 1000 to 9000 at g/w ratio of 1.5. The maximum forward velocity inside the test channel was found 80% of the outside velocity at higher g/w ratio of 8. The effect of the test channel length on the velocity ratio was investigated for different g/w ratios and a fixed Reynolds number of 4000. The influence of the Reynolds number on the velocity ratio is also discussed and presented for different gap to width ratio (g/w). The flow visualisation photographs showing fluid motion inside and around the test channel are also presented and discussed.

광양역사 조경설계 (Landscape Design for Kwangyang Station)

  • 김신원;이시영;조광영
    • 한국조경학회지
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    • 제31권4호
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    • pp.39-48
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    • 2003
  • The Office of Korean National Railroads announced a design competition for Kwangyang Station and sought design proposals in October of 2002. The authors collaborated on a landscape design for Kwangyang Station and earned first prize in the competition. The Office decided to construct outdoor public spaces of Kwangyang Station for railroad users, visitors and staff, and local residents. The landscape design covers the following: site inventory and analysis; integration of design program and site analysis; evaluation of design concept; selecting a winning design alternative; schematic design including circulation form and spatial form; and design development including subarea design. In the design process, the authors focused on the integration and interpretation of site conditions as related to the Kwangyang Station building. They also collectively analyzed and considered the physical development of the outdoor spaces of Kwangyang Station. The following are some of the major areas in the design of the outdoor spaces of Kwangyang Station: 1) a plaza for waiting, 2) an entry area for passengers, 3) a train cafeteria, 4) a cultural plaza, 5) an image wall, and 6) a symbolic pond. The plaza for waiting is created as a place for users to wait and rest. The entry area for passengers provides an area for pedestrians approaching, passing and strolling. The train cafeteria features trains, lawns, grasses and trees. The cultural plaza is a main area representing the regional characteristics of Kwangyang. This plaza also provides an area for various public events. The image wall is meant to be an exhibition space for displaying the advancements of Korean National Railroads in sculptural image forms. The symbolic pond consists of an area with symbolic water features and several sculptures with artistic value. In the authors' design, the outdoor spaces of Kwangyang station are created as a new type of public realm with function, regional quality, original identity, cultural context, symbolic meaning and images, and beauty. The designed spaces would be one of the most representative places of interest and attraction in Kwangyang.

다이아몬드전착 밴드쏘우장비를 이용한 고치밀도 알루미나소결체의 다이싱가공 성능평가 (Performance Evaluation of Dicing Sawing of High-densified Al2O3 Bulk using Diamond Electroplated Band-saw Machine)

  • 이용문;박영찬;김동현;이만영;강명창
    • 한국기계가공학회지
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    • 제16권6호
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    • pp.1-6
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    • 2017
  • Recently, the brittle materials such as ceramics, glass, sapphire and textile material have been widely used in semiconductors, aerospace and automobile owing to high functional characteristics. On the other hand, it has the characteristics of difficult-to-cut material relative to all materials. In this study, diamond electro-deposited band-saw machine was developed to operate stably using water-coolant type through relative motion between band-saw tool and $Al_2O_3$ material. High densified $Al_2O_3$ material was manufactured by spark plasma sintering method. The bulk density was observed by the Archimedes law and the theoretical density was estimated to be $3.88g/cm^3$ and its hardness 14.7 MPa. From the dicing sawing test of $Al_2O_3$ specimen, behavior of surface roughness and band-saw wear are dominantly affected by the increase of the band-saw linear velocity. Additionally, an continuous pattern type of diamond band-saw was a very effective due to entry impact as a one-off for brittle material.

산화물계 SEN내화물의 슬래그 라인부 침식특성 연구 (Study on the Corrosion Characteristics in the Slag Line of SEN Oxide Refractory)

  • 성영택;손정훈;이승석;배동식
    • 한국재료학회지
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    • 제24권1호
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    • pp.53-59
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    • 2014
  • The corrosion resistance of submerged entry nozzle (SEN) materials were investigated for high-class steel manufacturing. Composite samples were fabricated by mixing $ZrO_2$, $Al_2O_3$, MgO, mullite, spinel, and carbon. The raw materials were mixed with attrition milling, compacted in a uniaxial pressure of 200MPa and calcined at $1000^{\circ}C$ for 3 h in $N_2$ atmosphere. The bulk density and apparent porosity of the calcined samples were measured by the liquid displacement method in water using Archimedes's principle. The corrosion resistance of the samples were measured by cup test with mold powder at $1550^{\circ}C$ for 2 h. The microstructure and elemental analysis of samples were observed by scanning electron microscopy (SEM), energy dispersive spectrum (EDS), and X-ray diffraction pattern (XRD). The XRD result shows that the starting raw materials were crystalline phase. The microstructure of fabricated specimen was investigated before and after corrosion tests at $1000^{\circ}C$ and $1550^{\circ}C$ for 2h. $ZrO_2$-C composite showed good resistance in the slag corrosion test. Among the composite oxide materials, $ZrO_2-Al_2O_3$-C and $ZrO_2$-MgO-C showed better resistance than $ZrO_2$-C in the slag corrosion test. The diameter variation index of $ZrO_2$-C refractory was 16.1 at $1000^{\circ}C$ for 2 h. The diameter variation index of the $ZrO_2-Al_2O_3$-C refractory was larger than that of the $ZrO_2$-C refractory at $1550^{\circ}C$ for 2 h.

Development of flood hazard and risk maps in Bosnia and Herzegovina, key study of the Zujevina River

  • Emina, Hadzic;Giuseppe Tito, Aronica;Hata, Milisic;Suvada, Suvalija;Slobodanka, Kljucanin;Ammar, Saric;Suada, Sulejmanovic;Fehad, Mujic
    • Coupled systems mechanics
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    • 제11권6호
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    • pp.505-524
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    • 2022
  • Floods represent extreme hydrological phenomena that affect populations, environment, social, political, and ecological systems. After the catastrophic floods that have hit Europe and the World in recent decades, the flood problem has become more current. At the EU level, a legal framework has been put in place with the entry into force of Directive 2007/60/EC on Flood Risk Assessment and Management (Flood Directive). Two years after the entry into force of the Floods Directive, Bosnia and Herzegovina (B&H), has adopted a Regulation on the types and content of water protection plans, which takes key steps and activities under the Floods Directive. The "Methodology for developing flood hazard and risk maps" (Methodology) was developed for the territory of Bosnia and Herzegovina, following the methodology used in the majority of EU member states, but with certain modifications to the country's characteristics. Accordingly, activities for the preparation of the Preliminary Flood Risk Assessment for each river basin district were completed in 2015 for the territory of Bosnia and Herzegovina. Activities on the production of hazard maps and flood risk maps are in progress. The results of probable climate change impact model forecasts should be included in the preparation of the Flood Risk Management Plans, which is the subsequent phase of implementing the Flood Directive. By the foregoing, the paper will give an example of the development of the hydrodynamic model of the Zujevina River, as well as the development of hazard and risk maps. Hazard and risk maps have been prepared for medium probability floods of 1/100 as well as for high probability floods of 1/20. The results of LiDAR (Light Detection and Ranging) recording were used to create a digital terrain model (DMR). It was noticed that there are big differences between the flood maps obtained by recording LiDAR techniques in relation to the previous flood maps obtained using georeferenced topographic maps. Particular attention is given to explaining the Methodology applied in Bosnia and Herzegovina.

Numerical analysis of two and three dimensional buoyancy driven water-exit of a circular cylinder

  • Moshari, Shahab;Nikseresht, Amir Hossein;Mehryar, Reza
    • International Journal of Naval Architecture and Ocean Engineering
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    • 제6권2호
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    • pp.219-235
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    • 2014
  • With the development of the technology of underwater moving bodies, the need for developing the knowledge of surface effect interaction of free surface and underwater moving bodies is increased. Hence, the two-phase flow is a subject which is interesting for many researchers all around the world. In this paper, the non-linear free surface deformations which occur during the water-exit of a circular cylinder due to its buoyancy are solved using finite volume discretization based code, and using Volume of Fluid (VOF) scheme for solving two phase flow. Dynamic mesh model is used to simulate dynamic motion of the cylinder. In addition, the effect of cylinder mass in presence of an external force is studied. Moreover, the oblique exit and entry of a circular cylinder with two exit angles is simulated. At last, water-exit of a circular cylinder in six degrees of freedom is simulated in 3D using parallel processing. The simulation errors of present work (using VOF method) for maximum velocity and height of a circular cylinder are less than the corresponding errors of level set method reported by previous researchers. Oblique exit shows interesting results; formation of waves caused by exit of the cylinder, wave motion in horizontal direction and the air trapped between the waves are observable. In 3D simulation the visualization of water motion on the top surface of the cylinder and the free surface breaking on the front and back faces of the 3D cylinder at the exit phase are observed which cannot be seen in 2D simulation. Comparing the results, 3D simulation shows better agreement with experimental data, specially in the maximum height position of the cylinder.

Physical Dormancy in Seeds of Chinese Milk Vetch (Astragalus sinicus L.) from Korea

  • Kim, Sang-Yeol;Oh, Seong-Hwan;Hwang, Woon-Ha;Kim, Sang-Min;Choi, Kyung-Jin;Kang, Hang-Won
    • 한국작물학회지
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    • 제53권4호
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    • pp.421-426
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    • 2008
  • Freshly harvested seed of Chinese milk vetch (Astragalus sinicus L.; CMV) was strongly dormant because of hardseedness. Seeds of freshly harvested germinated only 8% while clipping the seed coat completely overcome the innate dormancy, which indicates inhibition of germination of the seed is mainly due to seed coat (87%). The dormant (intact) hard seeds did not imbibe water whereas the non-dormant (clipped) seeds took up rapidly. In natural environment condition, the hard seed coat dormancy was broken only after 5 months after seed harvest. To break such a strong seed coat dormancy, the chemical and heat treatments were effective. Concentrated sulfuric acid was more effective than dry heat and hot water treatments. Hot water treatment improved germination but the germination percentage was less than 41%. Treatments increased germination due to its effect on the seed coat integrity. A scanning electron microscope reveled that disruption of seed coat layers and subsequent development of numerous crack in the hilum region of the seed and on the seed coat surface of concentrated sulfuric acid treatment and formation of cracks in the dry heat treatments, respectively, were observed in the seed coat surface, which served as water entry points.

Decision of Available Soil Depth Based on Physical and Hydraulic Properties of Soils for Landscape Vegetation in Incheon International Airport

  • Jung, Yeong-Sang;Lee, Hyun-Il;Jung, Mun-Ho;Lee, Jeong-Ho;Kim, Jeong-Tae;Yang, Jae E
    • 한국토양비료학회지
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    • 제48권5호
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    • pp.522-527
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    • 2015
  • Decision of available soil depth based on soil physical and hydraulic properties for the $3^{rd}$ Landscape Vegetation Project in the Incheon International Airport was attempted. The soil samples were collected from the 8 sites at different depths, 0-20 and 20-60cm, for the three project fields, A, B, and C area. Physical and chemical properties including particle size distribution, organic matter content and electrical conductivity were analyzed. Hydrological properties including bulk density and water holding capacity at different water potential, -6 kPa, -10 kPa, -33 kPa, and -1500 kPa were calculated by SPAW model of Saxton and Rawls (2006), and air entry value was calculated by Campbell model (1985). Based on physical and hydrological limitation, feasibility and design criteria of soil depth for vegetation and landfill were recommended. Since the soil salinity of the soil in area A area was $19.18dS\;m^{-1}$ in top soil and $22.27dS\;m^{-1}$ in deep soil, respectively, landscape vegetation without amendment would not be possible on this area. Available soil depth required for vegetation was 2.51 m that would secure root zone water holding capacity, capillary fringe, and porosity. Available soil depth required for landscape vegetation of the B area soil was 1.51 m including capillary fringe 0.14 m and available depth for 10% porosity 1.35 m. The soils in this area were feasible for landscape vegetation. The soil in area C was feasible for bottom fill purpose only due to low water holding capacity.

마이크로 멤브레인을 이용한 풍화토의 함수특성곡선 분석 (An Interpretation of Soil Water Retention Curves of Weathered Soils Using Micro-Membrane)

  • 오세붕;김성진
    • 한국지반공학회논문집
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    • 제37권1호
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    • pp.17-27
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    • 2021
  • 불포화토의 함수특성시험은 오랜 기간이 소요된다. 이를 줄이기 위하여 고압 공기합입치 디스크를 마이크로 멤브레인으로 대체하였다. 마이크로 멤브레인을 적용한 함수특성시험을 수행하여 그 결과를 세라믹 디스크를 이용한 시험결과와 비교하였다. 5개 지역에 대하여 많은 시료를 분석한 결과 마이크로 멤브레인을 적용한 함수특성곡선은 세라믹 디스크를 이용한 시험결과와 유사한 것으로 검증되었다. 이로 인하여 마이크로 멤브레인을 이용하여 신속한 절차기법을 개발하여 많은 양의 함수특성 성과를 획득할 수 있게 되었다. 그리고 마이크로 멤브레인을 이용한 시험을 포함하여 총 5개지역 29개 시료에 대한 함수특성곡선 데이터베이스를 구축하였다. 국내 풍화토에 대하여 불포화 수리특성은 세 그룹으로 분류할 수 있었다. 각 그룹은 van Genuchten 모델 물성치 n값에 따라서 분류되며 n값은 간극비의 함수로 상관관계를 찾을 수 있었다.