• 제목/요약/키워드: Flow depth

검색결과 1,771건 처리시간 0.034초

Controlling the Depth of Microchannels Formed during Rolling-based Surface Texturing

  • Bui, Quang-Thanh;Ro, Seung-Kook;Park, Jong-Kweon
    • 한국생산제조학회지
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    • 제25권6호
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    • pp.410-420
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    • 2016
  • The geometric dimension and shape of microchannels that are formed during surface texturing are widely studied for applications in flow control, and drag and friction reduction. In this research, a new method for controlling the deformation of U channels during micro-rolling-based surface texturing was developed. Since the width of the U channels is almost constant, controlling the depth is essential. A calibration procedure of initial rolling gap, and proportional-integral PI controllers and a linear interpolation have been applied simultaneously to control the depth. The PI controllers drive the position of the pre-U grooved roll as well as the rolling gap. The relationship between the channel depth and rolling gap is linearized to create a feedback signal in the depth control system. The depth of micro channels is studied on A2021 aluminum lamina surfaces. Overall, the experimental results demonstrated the feasibility of the method for controlling the depth of microchannels.

FLOW-VEGETATION-SEDIMENT INTERACTION

  • Dittrich Andreas;Jarvela Juha
    • Water Engineering Research
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    • 제6권3호
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    • pp.123-130
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    • 2005
  • A good understanding of the interaction between flow, vegetation, and sediment is required for successful river restoration and sustainable flood management. The purpose of this paper is to provide a summary of available methods to determine flow resistance of natural rivers with vegetation, and discuss the influence of vegetation on erosion and sedimentation processes. Recently, significant advances have been made, but the effects of vegetation on flow and sediment dynamics are still not fully understood. Possible solutions to close the gaps in the current knowledge are suggested, with special focus directed to the determination of the interactive width between main channel and vegetated floodplains, the flow resistance of flexible vegetation with and without leaves, and the flow over submerged vegetation with low water depth.

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Preliminary results of groundwater flow simulation for high level radioactive disposal in Yu-seong area

  • Park kyung-woo;Cho sung-il;Kim chun-soo;Kim kyung-su;Lee kang-keun
    • 한국방사성폐기물학회:학술대회논문집
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    • 한국방사성폐기물학회 2005년도 Proceedings of The 6th korea-china joint workshop on nuclear waste management
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    • pp.253-257
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    • 2005
  • This research aims to demonstrate the regional and site scale groundwater flow simulation for the high level radioactive disposal research site in Yu-seong. We used the Modflow by a finite difference method for groundwater flow simulation, and Modpath module in Modflow package for particle tracking simulation. The range of numerical domain for regional groundwater flow model is $16.32km{\times}20.16km$. And, the depth of numerical domain was expanded to 6,000m. The area of numerical domain for the site scale groundwater flow simulation is $1.6km{\times}1.6km$. Since 2005, the underground research tunnel(URT) is being constructed at KAERI(Korea Atomic Energy Research Institute) site. In the site scale groundwater flow model, the groundwater flow around the KAERI site is simulated. And the change of groundwater level with tunnel excavation is also predicted.

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Flow Characteristics in Nappe Flow over Stepped Drop Structure

  • Kim, Jin Hong;Woo, Hyo Seop
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2004년도 학술발표회
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    • pp.54-61
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    • 2004
  • This paper deals with flow characteristics on the air entrainment and the energy dissipation in nappe flow over the stepped drop structure. Nappe flow occurred at low flow rates and for relatively large step height Dominant flow features include an air pocket, a free-falling nappe impact and a subsequent hydraulic jump on the downstream step. Air entrainment occurred from the step edge, through a free-falling nappe impact and a hydraulic jump. Most energy was dissipated by nappe impact and in the downstream hydraulic jump. It was related with the step height and the overflow depth, but not related with step slope. The stepped drop structure was found to be effcient for water treatment and energy dissipation associated with substantial air entrainment.

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초음속 습공기 유동에서 비정상 공동유동의 진동 (The Unsteady Cavity Flow Oscillation in Supersonic Moisture Air Stream)

  • 신춘식;이종성;김희동
    • 한국추진공학회:학술대회논문집
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    • 한국추진공학회 2008년도 제31회 추계학술대회논문집
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    • pp.341-344
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    • 2008
  • Numerical simulations have been carried out for a supersonic two-dimensional flow over open, rectangular cavities (length-to-depth ratios are L/D = 1.0) in order to investigate the effect of non-equilibrium condensation of moist air on supersonic flows around the cavity for the flow Mach number 1.83 at the cavity entrance. In the present computational investigation, a condensing flow was produced by an expansion of moist air in a Laval nozzle. The results obtained showed that in the case with non-equilibrium condensation for L/D = 1.0, amplitudes of oscillation in the cavity became smaller than those without the non-equilibrium condensation. Furthermore, the occurrence of the non-equilibrium condensation reduced the peaks of power spectrum density and the frequency of the flow field oscillation increased in comparison with the case of $S_0$ = 0.

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Effect of Flow Inlet or Outlet Direction on Air-Water Two-Phase Distribution in a Parallel Flow Heat Exchanger Header

  • Kim, Nae-Hyun;Kim, Do-Young;Cho, Jin-Pyo;Kim, Jung-Oh;Park, Tae-Kyun
    • International Journal of Air-Conditioning and Refrigeration
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    • 제16권2호
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    • pp.37-43
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    • 2008
  • The air and water flow distributions are experimentally studied for a round header - ten flat tube configuration. Three different inlet orientation modes (parallel, normal, vertical) were investigated. Tests were conducted with downward flow configuration for the mass flux from 70 to $130kg/m^2s$, quality from 0.2 to 0.6, non-dimensional protrusion depth (h/D) from 0,0 to 0.5. It is shown that, for almost all the test conditions, vertical inlet yielded the best flow distribution, followed by normal and parallel inlet. Possible explanation is provided using flow visualization results.

생태.경관.친수.수질을 고려한 갑천 유역의 하천유지유량 산정 (Instream Flow Estimation for Gap-Stream Watershed Considering Ecosystem, Landscape, Water-friendly Environment and Water Quality)

  • 김태철;이덕주;문종필;이재면;구희진
    • 한국농공학회논문집
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    • 제49권6호
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    • pp.11-20
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    • 2007
  • In order to make the way to determine the instream flow more practically, we have investigated many case studies and reviewed reports and papers. To validate instream flow level suggested by the case studies, DAWAST and HEC-RAS model were applied to the Gap-stream watershed in Daejeon city. Flow-duration analysis was performed both with the stream flow data gauged in the Indong, Boksu, and Hoeduck stations, and with the stream flow data estimated by the DAWAST model and the specific discharge method. Instream flow was determined among the flow-duration analysis, DAWAST, HEC-RAS model and mass balance approach. It was satisfied with various factors such as target water quality, water depth for eco-system and resorts, water surface width, flow velocity for landscape in dry season. The study suggested that the mean low flow could be replaced into the instream flow for the preliminary study because the instream flow considering ecosystem, landscape, water-friendly environment and water quality was generally close to the mean low flow.

降雨에 의한 急斜面의 일시적인 飽和帶形成과 중간류 流出 (The Formation of Transient Saturation Zone and the Subsurface flow on the Steep Hillslope by Rains)

  • 안중기
    • 한국수자원학회논문집
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    • 제31권2호
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    • pp.167-176
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    • 1998
  • 급사면에 관측정, 텐시오메타, 트렌치 등의 시설을 설치하고 포화대의 형성 과정과 중간류의 유출특성을 관측하여 분석하였다. 사면의 토양이 건조한 때에 내린 강우(총강우량 103mm)에 의해 포화대는 사면 상부 관측정부터 형성되기 시작하여 강우 종료 수 시간 후에 사면 전체에 발달하였다. 이 포화대는 포화대 형성에 필요한 것보다 적은 양의 강우에 의해 형성되었고, 포화대내의 일부 깊이의 토양 수분이 불포화 상태이었기 때문에 포화대는 침투수가 일부 토양만을 포화시켜 형성된 것으로 판단된다. 이 포화대로부터 중간류는 포화대 형성 초기에 0∼40cm 깊이의 토양층을 통해 유출될 뿐 40∼80cm 깊이의 토양층을 통한 유출은 거의 없었다. 사면에 형성된 기존의 포화대의 수위는 강우에 빠르게 반응하며 중간류는 수위상승과 동시에 대부분 40∼80cm 깊이의 토양층을 통해 유출되기 시작하였다. 포화대의 최대 수위가 유사한 4개 강우의 40∼80cm 깊이의 토양층을 통한 중간류 유출률은 선행 강우량과 관계가 있었다.

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Field measurement study on snow accumulation process around a cube during snowdrift

  • Wenyong Ma;Sai Li;Xuanyi Zhou;Yuanchun Sun;Zihan Cui;Ziqi Tang
    • Wind and Structures
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    • 제37권1호
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    • pp.25-38
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    • 2023
  • Due to the complexity and difficulty in meeting the multiphase flow complexity, similarity, and multiscale characteristics, the mechanism of snow drift is so complicated that the snow deposition prediction is still inaccurate and needs to be far improved. Meanwhile, the validation of prediction methods is also limited due to a lack of field-measured data about snow deposition. To this end, a field measurement activity about snow deposition around a cube with time was carried out, and the snow accumulation process was measured under blowing snow conditions in northwest China. The maximum snow depth, snow profile, and variation in snow depth around the cube were discussed and analyzed. The measured results indicated three stages of snow accumulation around the cube. First, snow is deposited in windward, lateral and leeward regions, and then the snow depth in windward and lateral regions increases. Secondly, when the snow in the windward region reaches its maximum, the downwash flow erodes the snow against the front wall. Meanwhile, snow range and depth in lateral regions have a significant increase. Thirdly, a narrow road in the leeward region is formed with the increase in snow range and depth, which results in higher wind speed and reforming snow deposition there. The field measurement study in this paper not only furthers understanding of the snow accumulation process instead of final deposition under complex conditions but also provides an important benchmark for validating prediction methods.

토석류 피해지역 분석을 위한 FLO-2D 모형의 적용에 관한 연구 (A Study on the Application of FLO-2D Model for Analysis of Debris Flow Damage Area)

  • 조항일;전계원
    • 한국방재안전학회논문집
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    • 제15권2호
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    • pp.37-44
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    • 2022
  • 기후변화로 인해 집중호우와 태풍의 빈도가 늘어면서 토석류의 발생 빈도가 늘어나고 있다. 특히 강원도의 경우 산지와 해안이 접하는 지형적 특성을 가지고있어 산지재해에 의한 피해발생이 늘어나고 있다. 본 연구에서는 태풍 미탁으로 인해 발생한 강원도 삼척시를 대상으로 토석류 피해지역 분석을 위해 모델링을 수행하였다. 토석류 퇴적부분에서의 유동특성을 분석하기 위해 수치지도와 현장자료를 통해 입력자료를 구축하고 2차원 모델인 FLO-2D를 모의하였다. 피해지역을 토석류 유입부, 마을 중심부, 항구 인접부로 나누어서 토석류의 유동심과 유속을 모의하여 현장 조사한 자료와 비교분석하였다. 그 결과 최대유동심의 경우 토석류 유입부에서는 2.4m 마을 중심부에서는 2.7m, 항구 인접부에서는 1.4m로 나왔으며 현장조사와 비교분석 하였을 때 유사하게 나타났다. 그리고 최대 유속의 경우 토석류 유입부에서는 3.6m/s 마을 중심부에서는 4.9m/s, 항구 인접부에서는 1.2m/s로 산정되었으며 최대유속이 나타난 구간에서 최대유동심이 발생하는 것을 확인하였다.