• Title/Summary/Keyword: 물 유동

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Development of New Correlation and Assessment of Correlations for Two-Phase Pressure Drop in Rectangular Microchannels (사각 마이크로채널 내의 2 상 유동 압력강하 상관식의 검증 및 개발)

  • Choi, Chi-Woong;Yu, Dong-In;Kim, Moo-Hwan
    • Transactions of the Korean Society of Mechanical Engineers B
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    • v.34 no.1
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    • pp.9-18
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    • 2010
  • There are two kinds of models in two-phase pressured drop; homogeneous flow model and separated flow model. Many previous researchers have developed correlations for two-phase pressure drop in a microchannel. Most correlations were modified Lockhart and Martinelli's correlation, which was based on the separated flow model. In this study, experiments for adiabatic liquid water and nitrogen gas flow in rectangular microchannels were conducted to investigate two-phase pressure drop in the rectangular microchannels. Two-phase frictional pressure drop in the rectangular microchannels is highly related with flow regime. Homogeneous model with six two-phase viscosity models: $Owen^{(21)}$'s, $MacAdams^{(22)}$'s, Cicchitti et ${al.}^{(23)}$'s, Dukler et ${al.}^{(24)}$'s, Beattie and ${Whalley}^{(25)}$'s, Lin et ${al.}^{(26)}$'s models and six separated flow models: Lockhart and $Martinelli^{(27)}$'s, ${Chisholm}^{(31)}$'s, Zhang et ${al.,}^{(15)}$'s, Lee and ${Lee}^{(5)}$'s, Moriyama and ${Inue}^{(4)}$'s, Qu and $Mudawar^{(8)}$'s models were assessed with our experimental data. The best two-phase viscosity model is Beattie and Whalley's model. The best separated flow model is Qu and Mudawar's correlation. Flow regime dependency in both homogeneous and separated flow models was observed. Therefore, new flow pattern based correlations for both homogeneous and separated flow models were individually proposed.

Strength and Earth Pressure Characteristics of Industrial Disposal Flowable Filling Materials Utilizing Backfiller (뒤채움재로 사용된 산업폐기물 유동화 처리토의 강도 및 토압특성)

  • Bang, Seongtaek
    • Journal of the Korean GEO-environmental Society
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    • v.22 no.3
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    • pp.5-13
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    • 2021
  • Due to population growth and industrial development, the amount of industrial waste is increasing every year. In particular, in a thermal power plant using finely divided coal, a large amount of coal ash is generated after combustion of the coal. Among them, fly ash is recycled as a raw material for cement production and concrete admixture, but about 20% is not utilized and is landfilled. Due to the continuous reclamation of such a large amount of coal ash, it is required to find a correct treatment and recycling plan for the coal ash due to problems of saturation of the landfill site and environmental damage such as soil and water pollution. In recent years, the use of a fluid embankment material that can exhibit an appropriate strength without requiring a compaction operation is increasing. The fluid embankment material is a stable treated soil formed by mixing solidifying materials such as water and cement with soil, which is the main material, and has high fluidity before hardening, so compaction work is not required. In addition, after hardening, it is used for backfilling or filling in places where compaction is difficult because higher strength and earth pressure reduction effect can be obtained compared to general soil. In this study, the possibility of use of fluidized soil using high water content cohesive soil and coal ash is considered. And it is intended to examine the flow characteristics, strength, and bearing capacity characteristics of the material, and to investigate the effect of reducing the earth pressure when applied to an underground burial.

Structural Change of Supersonic Jet Due to Liquid Injection in Supersonic Backward Facing Step Flow (초음속 후향 계단 유동에서 액체 분사로 인한 초음속 제트의 구조 변화)

  • Ahn, Sang-Hoon;Han, Doo-Hee;Choi, Han-Young;Seo, Seong-Hyeon;Sung, Hong-Gye
    • Journal of Aerospace System Engineering
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    • v.13 no.6
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    • pp.9-16
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    • 2019
  • The experiment on the liquid jet in crossflow in supersonic BFS (backward-facing step) flow was conducted to investigate the mixing characteristics. The working fluids are nitrogen and water. The shadow graph technique was used to visualize the flow field. Images captured by the high-speed camera were applied to analyze the flow phenomena. The liquid jet was injected at the re-circulation zone created by the supersonic jet flow. Experimental conditions are defined based on the pressure of the nitrogen gas chamber and pressurized liquid tank. In respective cases, the penetration depth of liquid jet and location of the Mach disc were observed to be proportional to the momentum ratio of gas and liquid jets.

Natural Convection in a Water Tank with a Heated Horizontal Plate Facing Downward (아래로 향한 수평가열판이 있는 수조에서의 자연대류)

  • Yang, Sun-Kyu;Chung, Moon-Ki;Helmut Hoffmann
    • Nuclear Engineering and Technology
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    • v.27 no.3
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    • pp.301-316
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    • 1995
  • experimental and computational studies ore carried out to investigate the natural convection of the single phase flow in a tank with a heated horizontal plate facing downward. This is a simplified model for investigations of the influence of a core melt at the bottom of a reactor vessel on the thermal hydraulic behavior in a oater filled cavity surrounding the vessel. In this case the vessel is simulated by a hexahedron insulated box with a heated plate Horizontally mounted at the bottom of the box. The box with the heated plate is installed in a water filled hexahedron tank. Coolers are immersed in the U-type water volume between the box and the tank. Although the multicomponent flows exist more probably below the heated plate in reality, present study concentrates on the single phase flow in a first step prior to investigating the complicated multicomponent thermal hydraulic phenomena. In the present study, in order to get a better understanding for the natural convection characteristics below the heated plate, the velocity and temperature are measured by LDA(Laser Doppler Anemometry) and thermocouples, respectively. And How fields are visualized by taking pictures of the How region with suspended particles. The results show the occurrence of a very effective circulation of the fluid in the whole How area as the heater and coolers are put into operation. In the remote region below the heated plate the new is nearly stagnant, and a remarkable temperature stratification can be observed with very thin thermal boundary. Analytical predictions using the FLUTAN code show a reasonable matching of the measured velocity fields.

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Groundwater Flow Analysis During Excavation for Underground Tunnel Construction (지하 터널 건설을 위한 굴착 시 지하수 유동 분석)

  • Sungyeol Lee;Wonjin Baek;Jinyoung Kim;Changsung Jeong;Jaemo Kang
    • Journal of the Korean GEO-environmental Society
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    • v.25 no.6
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    • pp.19-24
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    • 2024
  • Urban densification has necessitated the development of subterranean spaces such as subway networks and underground tunnels to facilitate the dispersal and movement of populations. Development of these underground spaces requires excavation from the ground surface, which can induce groundwater flow and potentially lead to ground subsidence and sinkholes, damaging structures. To mitigate these risks, it is essential to model groundwater flow prior to construction, analyze its characteristics, and predict potential groundwater discharge during excavation. In this study, we collected meteorological, topographical, and soil conditions data for the city of ○○, where tunnel construction was planned. Using the Visual MODFLOW program, we modeled the groundwater flow. Excavation sections were set as drainage points to monitor groundwater discharge during the excavation process, and the effectiveness of seepage control measures was assessed. The model was validated by comparing measured groundwater levels with those predicted by the model, yielding a coefficient of determination of 0.87. Our findings indicate that groundwater discharge is most significant at the beginning of the excavation. Additionally, the presence of seepage barriers was found to reduce groundwater discharge by approximately 59%.

Analysis of Filter Clogging in Drainage Tunnels (풍화 잔류토의 유동이 터널 배수재의 폐색에 미치는 영향 연구)

  • Park, Kwang-Joon;Lee, In-Mo
    • Proceedings of the Korean Geotechical Society Conference
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    • 1999.11c
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    • pp.169-178
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    • 1999
  • 본 논문에서는 실내에서 실시한 Filtration실험을 통하여 지하수 흐름하에서 이탈한 풍화 잔류토의 세립자가 흙-토목섬유 복합체를 통과하면서 발생하는 이동 (Transportation), 퇴적 (Deposition), 그리고 폐색 (Clogging)되는 과정을 분석하였다. 본 연구에서는 한국의 풍화 잔류토에 적합한 토목섬유 배수재의 새로운 설계기준을 제시함으로써 풍화 잔류토상에 축조되는 터널 구조물 시공시 광범위하게 사용되고 있는 토목섬유재인 부직포의 투수 및 배수특성과 세립토사에 의한 폐색 (Clogging)영향을 분석할 수 있게 되었다.

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Numerical Analysis of Weldment by Considering the Convection of Welding Arc and Weld Pool (용접 아크 및 용융 풀의 유동을 고려한 용접부 수치 해석)

  • 김원훈;나석주
    • Journal of Welding and Joining
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    • v.15 no.1
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    • pp.26-35
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    • 1997
  • 본 연구에서는 GTAW 및 GMAW 공정에서 용접부의 열 및 물질유동해석을 수행하기 위한 지배방정식, 해석방법 및 절차를 제시하였으며, 또 실제로 해석한 결과를 에제로 살펴보았다. 그러나 용접공정은 매우 복잡한 물리적 현상을 야기하기 때문에 용접부 수치해석 모델 설정 및 해석의 수행은 용이한 일은 아니다. 그렇지만 이 분야의 연구는 용접 구조물에 대해서 사전에 용접조건 설정을 위한 실제 용접 작업 수행을 하지 않고 용접부 형상, 결함, 냉각속도, 응고 등의 예측을 위한 매우 효과적이고 경제적인 방법으로 사료되기 때문에 용접 분야에 종사하는 관련 연구자들의 관심이 한층 더 요망된다.

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Design of SCR Reactor for NOx Reduction (질소산화물 제거를 위한 SCR 반응기 설계)

  • 이인영;김동화;이정빈;김우영
    • Proceedings of the Korea Air Pollution Research Association Conference
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    • 2001.11a
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    • pp.425-426
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    • 2001
  • 선택적촉매환원(Selective Catalytic Reduciton: SCR)공정은 배기가스 중 질소산화물을 암모니아와 촉매상에서 반응시켜 무해한 질소와 물로 전환하는 기술이다(Bosch, 1988). SCR 공정에서 우수한 촉매가 확보되었을 경우, 설비의 성능은 촉매층로 유입되는 유동의 조건에 따라 좌우되므로 최적의 유동조건을 갖도록 반응기의 구조와 가이드 베인등 유로변경장치를 설계하는 것은 매우 중요하다(Cho, 1994). (중략)

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Combustion characteristics for low emission of municipal waste incinerator with thermal flow simulation (열유동 해석을 통한 도시폐기물 소각로 저공해 연소 특성)

  • 전영남;송형운
    • Proceedings of the Korea Air Pollution Research Association Conference
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    • 2001.11a
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    • pp.97-98
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    • 2001
  • 폐기물 소각로는 주입 폐기물의 성상이 균일하지 못하므로 폐기물의 불완전 연소에 의한 유해중간 생성물들이 생성되므로 논란이 되어왔다. 이를 제어하기 위해서는 공기량, 공기 주입방법, 공기 예열온도등에 운전조건들의 선정이 매우 중요하다. 이를 위해 진행되어온 연구는 크게 실험적 방법과 수치 해석적 방법의 두 범주로 나뉘어진다. 이에 본 연구에서는 수치해석적 방법으로 광주 상무신도심에 설치 가동중인 200톤/일 용량의 소각로내의 열유동 현상을 해석하기 위하여 고체 폐기물이 매우 빠르게 탈휘(devolatilization)되는 것으로 가정, 메탄가스로 단순화(Chen et al, 1999)하였다. (중략)

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Examples for Underwater Repair and Strengthening of Bridge Substructures (수중부 하부 구조의 보수 보강)

  • 유동우
    • Magazine of the Korea Concrete Institute
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    • v.13 no.2
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    • pp.38-43
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    • 2001
  • 교량 하부구조 특히 교각 및 기초의 경우는 지반 또는 수중에 묻혀 있기 때문에 손상을 발견하기도 어렵고 또한 손상의 보수 및 보강이 곤란한 경우가 많다. 하부구조의 손상은 지반의 마모, 침하, 측방유동토압, 하상세굴, 홍수류, 선박 및 유하물에 의한 충격, 지진 등의 여러 원인에 의하여 발생된다. 이러한 손상은 지표수 및 지하수 배제공, 성토공, 지반개량공, 단면보수공, 세굴방지공, 내진보강공 등에 의하여 보수 및 보강이 행하여 진다. 본 고에서는 이러한 하부구조의 보수.보강공법 중 수중부에 실시되는 방법에 대하여 소개하고자 한다.