• Title/Summary/Keyword: Fine mesh

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A study on the hydration of sludge from limestone washing process in a steel making factory (제철소 석회석수세슬러지의 수화반응 특성에 관한 연구)

  • Ahn, Ji-Whan;Kim, Ka-Yeoun;Kim, Hwan
    • Resources Recycling
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    • v.3 no.3
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    • pp.32-49
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    • 1994
  • Hydration process is one of the basic carbonation system. Limestone sludge produced in Pohang Iron & Steel Co., Ltd. We tested for identify of hydration characteristics. The result obtained in this study can be summarized as follows; 1. The classify of limestone sludge is type of ground calcium carbonate(-3mm+325mesh)and the major mineral of calcite, and further more high grade(CaO 51%), fine powder(15~22$\mu\textrm{m}$). 2. Limestone sludge mixed two process sludge, first one is washing process sludge and the other one is wet collect kiln dust. The composition rate is about 8:2. Wet collect kiln dust is major mineral of calcite, too. But the sludge is assumed to one by quick lime, slaked lime and unreacted natural limestone. So, the ideal process is dividing of the washing process sludge and wet collect kiln dust. 3. We manufactured of slaked lime from limestone sludge. To investigate the effect of hydration reactor, the experiments was done with various reactor type as magnetic stirrer, shaking incubator and ultrasonic vibration reactor, respectively. Generally, ultrasonic vibration reactor is excellent hydration for limestone sludge and produced very fine slaked lime powder with ideal distribution. 4. The optimum condition is 10% pulp density, when the manufacture of fine slaked lime powder by ultrasonic vibration reactor. And hydration times to compare the results of the study with ultrasonic vibration reactor of generalized most short time(5~10 min). 5. Finally, the dispersive characteristics of slaked lime powder measured 1~5 $\mu\textrm{m}$ from limestone sludge were compared with those of natural limestone ones(10~20$\mu\textrm{m}$), in order to check applicability of slaked lime with hydration process from limestone sludge.

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Investigation on the Developing Turbulent Flow In a Curved Duct of Square Cross-Section Using a Low Reynolds Number Second Moment Turbulence Closure (2차모멘트 난류모형을 이용한 정사각 단면 곡덕트 내 발달하는 난류유동 변화에 대한 고찰)

  • Chun, Kun-Ho;Choi, Young-Don;Shin, Jong-Keun
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.23 no.8
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    • pp.1063-1071
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    • 1999
  • Fine grid calculations are reported for the developing turbulent flow in a curved duct of square cross-section with a radius of curvature to hydraulic diameter ratio ${\delta}=Rc/D_H=3.357 $ and a bend angle of 720 deg. A sequence of modeling refinements is introduced; the replacement of wall function by a fine mesh across the sublayer and a low Reynolds number algebraic second moment closure up to the near wall sublayer in which the non-linear return to isotropy model and the cubic-quasi-isotropy model for the pressure strain are adopted; and the introduction of a multiple source model for the exact dissipation rate equation. Each refinement is shown to lead to an appreciable improvement in the agreement between measurement and computation.

A fine grid two-dimensional $M_2$ tidal model of the East China Sea (동지나해의 세격자 2차원 $M_2$조석모형)

  • 최병호
    • Water for future
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    • v.21 no.2
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    • pp.183-192
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    • 1988
  • The previous two-dimensional non-linear tidal model of the East China Sea(Choi, 1980) has been further refined to resolve the flow over the ocntinental shelf in more detail. The mesh resolution of the present finite-difference grid system used is 4 minutes latitude by 5 minutes longitude over the entire shelf. The developed fine grid two-dimensional model was utilized to reproduce the $M_2$ tide and $M_4$ tide for the East China Sea contnental shelf. There is general agreement between the model results and the current observation made in the Eastern Yellow Sea, which supports the calculated tidal regime over the shelf. Some preliminary results on maximum bottom stress and tidally-induced residual current were also examined and discussed.

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Studies on Characteristics of Natural Shell Sand as a Soil Amendment (자연패사(自然貝砂)의 특성(特性)과 토양산도(土壤酸度) 교정력(矯正力)에 관(關)한 연구(硏究) -(제주도(濟州道) 및 진도산(珍島産을) 중심(中心)으로)-)

  • Lee, Yun-Hwan;Han, Ki-Hak;Park, Young-Dae;Kim, Bok-Jin;Hur, Il-Bong
    • Applied Biological Chemistry
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    • v.15 no.3
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    • pp.241-249
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    • 1972
  • The characteristic and efficiency of natural shell sand in the coast of Cheju-Do and Jin-Do were studied to apply as agricultural lime for the soil acid adjustment. 1. The alkalinity of shell sand from Cheju coast was higher than that of Jindo and more weathered into fine particles. The particle size distributions of Cheju shell sand were condensed finer particles than 32 mesh in Cheju shell sands and in more coarser particles than 32 mesh in Jindo one. 2. The effect of Cheju shell sand on increasing soil pH value in the upland condition was low at the beginning but more gradually increased after 8 weeks from the treatment than ground lime, and Jindo was very dull during the period of treatment. The commercial lime crushed from Jindo was approximately equal to the ground lime. 3. In the submerged condition, the shell sand of Cheju reacted with soil acid more quickly than ground lime after 2 days, and Jindo was very slow. 4. The relative efficiency of various particle size fraction of the shell sand was superior to the ground lime. The lime particles between 9 to 14 mesh and 20 mesh had more remarkable difference of pH value than other fine particles. The efficiency among finer sizes than 20 mesh particle was approximately equal to each others. 5. The shell sand from the Cheju would be applied directly as agricultural lime without any treatment, and Jindo also can be expected to be effective as agricultural lime with crushing procedure.

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Large-scale Seismic Response Analysis of Super-high-rise Steel Building Considering Soil-structure Interaction using K computer

  • Miyamura, Tomoshi;Akiba, Hiroshi;Hori, Muneo
    • International Journal of High-Rise Buildings
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    • v.4 no.1
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    • pp.75-83
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    • 2015
  • In the present study, the preliminary results of a large-scale seismic response analysis of a super-high-rise steel frame considering soil-structure interaction are presented. A seismic response analysis under the excitation of the JR Takatori record of the 1995 Hyogoken-Nanbu earthquake is conducted. Precise meshes of a 31-story super-high-rise steel frame and a soil region, which are constructed completely of hexahedral elements, are generated and combined. The parallel large-scale simulation is performed using K computer, which is one of the fastest supercomputers in the world. The results are visualized using an offline rendering code implemented on K computer, and the feasibility of using a very fine mesh of solid elements is investigated. The computation performance of the analysis code on K computer is also presented.

Prediction of Defect Formation in Ring Rolling by the Three-Dimensional Rigid-Plastic Finite Element Method (3차원 강소성 유한요소법을 이용한 환상압연공정중 형상결함의 예측)

  • Moon Ho Keun;Chung Jae Hun;Park Chang Nam;Joun Man Soo
    • Transactions of the Korean Society of Mechanical Engineers A
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    • v.28 no.10
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    • pp.1492-1499
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    • 2004
  • In this paper, defect formation in ring rolling is revealed by computer simulation of ring rolling processes. The rigid-plastic finite element method is employed for this study. An analysis model having relatively fine mesh system near the roll gap is used for reducing the computational time and a scheme of minimizing the volume change is applied. The formation of the central cavity formation defect in ring rolling of a taper roller bearing outer race and the polygonal shape defect in ring rolling of a ball bearing outer race has been simulated. It has been seen that the results are qualitatively good with actual phenomena.

Development of Shape Optimization Scheme Using Selective Element Method (Application to 2-D Problems) (선택적 요소방법을 이용한 형상 최적 설계 기법 개발)

  • Shim, J.W.;Shin, J.K.;Park, G.J.
    • Proceedings of the KSME Conference
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    • 2001.06c
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    • pp.531-536
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    • 2001
  • The structural shape optimization is a useful tool for engineers to determine the shape of a structure. During the optimization process, relocations of nodes happen successively. However, excessive movement of nodes often results in the mesh distortion and eventually deteriorates the accuracy of the optimum solution. To overcome this problem, an efficient method for the shape optimization has been developed. The method starts from the design domain which is large enough to hold the possible shape of the structure. The design domain has pre-defined uniform fine meshes. At every cycle, the method judges whether all the elements are inside of the structure or not. Elements inside of the structure are assigned with real material properties, however elements outside of the structure are assigned with nearly zero values. The performance of the method is evaluated through various examples.

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분균일한 저널에서의 오일 휩

  • 이병준
    • Journal of KSNVE
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    • v.4 no.3
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    • pp.273-277
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    • 1994
  • 1990년 7월 이후 #2 베어링에서 발생한 오일 휩 현상을 감지하고서도 그 주원인을 일반적으로 흔히 발생하는 사항에서만 해결방안을 찾으려 노력한 결과 3년 반의 시간이 경과되었고, 뜻하지 않게도 저널 직경의 불균일에 의한 오일 휩 현상임 을 뒤늦게 알게 되었다. 철저한 점검의 필요성을 강조하지 않을 수 없다. 증기터빈 의 Overhaul 작업완료 후 Oil Flusning 절차가 있는데 이 Oil Flusning 방법에 문제 가 있다. 보통은 작업완료후 로터를 정지한 상태에서 베어링 앞에 Oil Strainer(Fine Mesh)를 설치하고 오일 펌프를 기동하여 Flushing을 하는데 이때 Strainer를 통과한 작은 이물질이 베어링내에 축적되었다가 터빈 기동시 이 이물질과 로터가 접촉되어 저널이 손상되게 된다. 인천화력3호기 #2 베어링의 오일 휩을 일으키게 한 저널의 편마모 현상도 이와같은 경우임에 틀림없다. 왜냐하면 '90, O/H시 #2 베어링 저널의 직경은 원통형이었기 때문이다. 따라서 Oil Flusning은 터빈 구조상 불가능한 경우 도 있겠지만 베어링 by-pass Oil Flushing 시스템으로 개조 운영되어야 저널 및 베어링 마멸현상을 제거할 수 있고 이로인한 오일 휩 현상도 예방할 수 있을 것으로 판단된다.

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Comparison of Interpolation Methods for Reconstructing Pin-wise Power Distribution in Hexagonal Geometry

  • Lee, Hyung-Seok;Yang, Won-Sik
    • Nuclear Engineering and Technology
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    • v.31 no.3
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    • pp.303-313
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    • 1999
  • Various interpolation methods have been compared for reconstruction of LMR pin power distributions in hexagonal geometry. Interpolation functions are derived for several combinations of nodal quantities and various sets of basis functions, and tested against fine mesh calculations. The test results indicate that the interpolation functions based on the sixth degree polynomial are quite accurate, yielding maximum interpolation errors in power densities less than 0.5%, and maximum reconstruction errors less than 2% for driver assemblies and less than 4% for blanket assemblies. The main contribution to the total reconstruction error is made tv the nodal solution errors and the comer point flux errors. For the polynomial interpolations, the basis monomial set needs to be selected such that the highest powers of x and y are as close as possible. It is also found that polynomials higher than the seventh degree are not adequate because of the oscillatory behavior.

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Effects of the Powder Agglomeration on Vibrating Minimum Ignition Energy Measurement System for Powder (진동형 분진 최소착화에너지측정장치에서 분진 응집현상이 미치는 영향)

  • ;;;;;;M. Yamaguma;T. Kodama;W.L.Cheung
    • Journal of the Korean Society of Safety
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    • v.14 no.3
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    • pp.48-53
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    • 1999
  • It is widely recognized that Hartmann tube for measuring the minimum ignition energy(MIE) of powder. But It requires long time and operational skills for measuring. As a variety of new fine powders are being produced day by day in industry, Japen has been developing a measurement system which employs a new method to create a dust/air mixture in a miniature combustion box. In this system, by vibration, the powder is successively fed downward through a hopper made up of metal mesh, and then it is formed into a thin, certain-like, dust/air mixture. With this new apparatus, three types of powder-Lycopodium, Anthraquinone, and Polyacry-lonitrile-were tested and the data of MIE were compared with those of a conventional apparatus (the Hartmann tube). Two of them agreed satisfactory, but the other, Anthraquinone, showed quite different values. It is guessed that the agglomerations of the powder particles appear because of particle shapes, static-charge and humidity.

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