• 제목/요약/키워드: Flow resistance of structures

검색결과 88건 처리시간 0.027초

Prediction of Cohesive Sediment Transport and Flow Resistance Around Artificial Structures of the Beolgyo Stream Estuary

  • Cho, Young-Jun;Hwang, Sung-Su;Park, Il-Heum;Choi, Yo-Han;Lee, Sang-Ho;Lee, Yeon-Gyu;Kim, Jong-Gyu;Shin, Hyun-Chool
    • Fisheries and Aquatic Sciences
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    • 제13권2호
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    • pp.167-181
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    • 2010
  • To predict changes in the marine environment of the Beolgyo Stream Estuary in Jeonnam Province, South Korea, where cohesive tidal flats cover a broad area and a large bridge is under construction, this study conducted numerical simulations involving tidal flow and cohesive sediment transport. A wetting and drying (WAD) technique for tidal flats from the Princeton Ocean Model (POM) was applied to a large-scale-grid hydrodynamic module capable of evaluating the flow resistance of structures. Derivation of the eddy viscosity coefficient for wakes created by structures was accomplished through the explicit use of shear velocity and Chezy's average velocity. Furthermore, various field observations, including of tide, tidal flow, suspended sediment concentrations, bottom sediments, and water depth, were performed to verify the model and obtain input data for it. In particular, geologic parameters related to the evaluation of settling velocity and critical shear stresses for erosion and deposition were observed, and numerical tests for the representation of suspended sediment concentrations were performed to determine proper values for the empirical coefficients in the sediment transport module. According to the simulation results, the velocity variation was particularly prominent around the piers in the tidal channel. Erosion occurred mainly along the tidal channels near the piers, where bridge structures reduced the flow cross section, creating strong flow. In contrast, in the rear area of the structure, where the flow was relatively weak due to the formation of eddies, deposition and moderated erosion were predicted. In estuaries and coastal waters, changes in the flow environment caused by artificial structures can produce changes in the sedimentary environment, which in turn can affect the local marine ecosystem. The numerical model proposed in this study will enable systematic prediction of changes to flow and sedimentary environments caused by the construction of artificial structures.

잔교식 항만구조물 주변에서 해수유동의 평가 (Evaluation of Tidal Flow around the Pile-supported Pier Structures)

  • 박일흠
    • 한국해양환경ㆍ에너지학회지
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    • 제7권2호
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    • pp.82-88
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    • 2004
  • 투과성 항만구조물 주변에서 해수유동을 평가하기 위하여, 흐름 저항을 고려한 수치모형을 사용하였다 조석 조류수치모형에서 임의 물체에 대한 흐름 저항을 고려하기 위하여 수심적분된 전통적인 동수력학 방정식에 항력항을 첨가하였다. 그리고 해수교환율을 평가하기 위하여 임의행보(random walk) 수치모형을 사용하였다. 본 모형은 부산항의 잔교식 항만구조물의 설계에 이용되었으며, 이 때 투과성 구조물은 불투과성 구조물의 경우보다 유속이 증가하고 해수교환율이 향상되는 결과를 보였다. 본 모형은 앞으로 투과성 구조물의 설계에 있어서 유용하게 사용될 수 있을 것으로 기대된다.

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점탄성물질 난류댐퍼를 이용한 V형 철골 브레이스 골조의 진동응답해석 (A Vibration Response Analysis of Steel Building Frame with V Shape Brace Vibrationally Controlled by Turbulent Flow Dampers Sealed by Visco-Elastic Material)

  • 이호;이상엽
    • 한국공간구조학회논문집
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    • 제2권3호
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    • pp.103-113
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    • 2002
  • This thesis investigates vibration response characteristics of building frames in which dampers are installed. The frames belong to passively vibration-controlled. Structures which utilizes energy dissipation of mechanical dampers provided in the structure. In this thesis, a turbulent flow damper sealed by visco-elastic material was dealt with as the device of passive vibration control. To investigate the resisting force characteristics of the damper, harmonic vibratration tests were carried out. Based on the test results, a theoretical model of the damper resistance was presented and a method of identifying the model parameters was proposed. Shaking table tests of the frame with and without the dampers were carried out and the effectiveness of the damper was examined. The response of the frame with the dampers was reduced to 1/2 or 1/3 of the cases without the damper.

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투과성해안구조물의 소상파 및 내부수위변동에 관한 수치모델링 (Numerical modeling of wave run-up and internal setup on and in permeable coastal structures)

  • 남인식;윤한삼;김종욱;류청로
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 춘계학술대회 논문집
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    • pp.172-179
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    • 2001
  • A numelical model has been developed for the permeable coastal structures to simulate hydraulic characteristics on the permeable slopes, which interact with internal flow field of the structures. The model includes hydraulics in the porous medium. Numerical model was calibrated using hydraulic model experiments performed in 2-D wave flume in the Institute of Orean Hydraulics in PKNU. Good agreement were obtained with the model which employed inertia resistance term than with the conventional model, PBREAK.

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원판형 LHP 증발부의 소결 금속 윅에서의 접촉 저항에 관한 연구 (A Study on the Reduction the Thermal Contact Resistances at the Interface Between a Porous Metal Wick and Solid Heating Plate for a Circular Plate LHP)

  • 조정래;최지훈;성병호;기재형;유성열;김철주
    • 대한기계학회:학술대회논문집
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    • 대한기계학회 2008년도 추계학술대회B
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    • pp.2357-2362
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    • 2008
  • LHP is different from a conventional heat pipes in design and heat and fluid flow passages. The situations of the former is much complex than the latter. In LHPs, evaporation occurs at the contact interface between the heating plate and the porous wick, so some micro channels machined at the contact interface serve to let the vapor flow out of the evaporator. This complexity of contact geometry was known to cause a high resistance to heat flow. The present work was to study the problem of heat passage across the contact surface for LHPs and determine those values contact resistance. For two cases of contact structures, the thermal contact resistances were examined experimentally, one being obtained through mechanical contact under pressure and the other through sintered bonding. Nickel powder wick and copper plate were used for specimens. The result showed that a substantial reduction of contact resistance of an order of degree could be obtainable by sintered bonding.

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표면 열전달 저항이 배제된 건물 벽체 열성능 현장 측정 기법 (In-situ Measurement Technique for Thermal Performance of Building Wall Excluding Surface Heat Transfer Resistance)

  • 김승철;김상봉;나환선
    • KEPCO Journal on Electric Power and Energy
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    • 제6권2호
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    • pp.151-155
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    • 2020
  • In this paper, a new experimental method to determine the thermal resistance of building wall was proposed by improving the heat flow method (HFM) based on the air-surface temperature ratio theory. This technique measures the thermal resistance of the wall excluding the inner and outer surface heat transfer resistance. Unlike conventional HFM, this value can be compared directly with the theoretical reference value. Its performance was verified using three mock-up structures with a theoretical thermal transmittance of 0.5, 3.3, and 0.18 W/㎡·K respectively. After measuring the variations in the temperature and heat transfer rate of the mock-ups for 383 hours, the thermal transmittances were determined to be 0.47, 3.10, and 0.18 W/㎡·K, which corresponded to errors of 5.2, 6.2 and 0.5%, respectively, compared to the theoretical values. It was concluded that this technique can directly compare the thermal resistance of the wall between the existent stage and initial stage after construction.

고주파 마그네트론 스퍼터링으로 제조한 SiO$_2$ 절연박막의 구조분석 및 절연저항에 관한 연구 (Insulation Properties and Microstructure of SiO$_2$ Film Prepared by rf Magnetron Sputtering)

  • 박태순;이성래
    • 한국표면공학회지
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    • 제35권2호
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    • pp.113-121
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    • 2002
  • We have investigated insulating properties of $SiO_2$ interlayer for the thin film strain gauge, which were prepared by RF magnetron sputtering method in various deposition conditions, such as Ar pressure, gas flow rates and sputtering gases. SEM, AFM and FT-IR techniques were used to analyze its structures and composition. As the Ar pressure and the flow rate increased, the insulating interlayer showed low insulating resistance due to its porous structure and defects. Oxygen deficiency in $SiO_2$ was decreased as fabricated by hydrogen reactive sputtering. We could enhance the surface mobility of sputtered adatoms by using Ar/$H_2$ sputtering gas and obtain a good surface roughness and insulating property. The optimum insulating resistance of 9.22 G$\Omega$ was obtained in Ar/30% $H_2$ mixed gas, flow rate 10sccm, and 1mTorr.

수공구조물 설치 형태에 따른 교각주변의 하상변동에 관한 연구 (A Study on the Variation of Streambeds Surrounding the Piers according to the Established Patterns of Hydraulic Structures)

  • 안승섭;문상철;이효정;송인렬
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2009년도 학술발표회 초록집
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    • pp.714-717
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    • 2009
  • As part of a new riverside development project, various types of bridges and covering bridges were constructed in natural river estuary; and these structures got in the way of the flow of the river, which has resulted in a topographical change in natural river estuary, decrease in the gross sectional area of flow, and rise of water level. As a result, surrounding areas are suffering from damages due to overflowing of river over the bank. This study was designed to provide basic data for efficient design of structures, by examining resistance and characteristics in the surrounding areas of bridges based on changes in the span length ratio.

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SOI 멤브레인과 트랜치 구조상에 제작된 발열저항체형 마이크로 유량세선의 특성 (Characteristics of Hot-Film Type Micro-Flowsensors Fabricated on SOI Membrane and Trench Structures)

  • 정귀상;김미목;남태철
    • 한국전기전자재료학회논문지
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    • 제14권8호
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    • pp.658-662
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    • 2001
  • This paper describes on the fabrication and characteristics of hot-film type micro-flowsensors integrated with Pt-RTD(resistance thermometer device) and micro-heater on the SOI(Si-on-insulator) membrane and trench structures, in which MGO thin-film was used as medium layer in order to improve adhesion of Pt thin-film to SiO$_2$ layer. Output voltages increased due to increase of heat-loss from sensor to external. The output voltage was 250 nV at N$_2$ flow rate of 2000 sccm/min, heating power of 0.3 W. The response time($\tau$:63%) was about 42 msec when input flow was step-input. The results indicated that micro-flowsensors with the SOI membrane and trench structures have properties of a high-resolution and ow consume power.

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경질양극산화된 5083-H321 알루미늄 합금의 해수 내 액적충격침식부식 손상 연구 (Investigation of Liquid Droplet Impingement Erosion Corrosion based on the Flow Rate of Anodized 5083-H321 Al Alloy in Seawater)

  • 신동호;김성종
    • Corrosion Science and Technology
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    • 제19권6호
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    • pp.310-317
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    • 2020
  • This study investigated the damage to the specimen due to liquid droplet impingement erosion corrosion, which improved the corrosion resistance and durability via hard anodization of 5083-H321 aluminum alloy, which is widely used for small ships and marine structures. The experiment combined liquid droplet impingement erosion and electrochemical equipment with the flow rates in natural seawater solution. Subsequently, Tafel extrapolation of polarization curves was performed to evaluate damage due to the liquid droplet impingement erosion corrosion. The damaged surface was observed using a 3D microscope and a scanning electron microscope. The degree of pitting damage was measured using the Image J program, and the surface hardness was measured using the micro-Vickers hardness tester. The corrosion current density, area, depth, and ratio of the damaged areas increased with the increase in flow rate. The grain size of the damaged area at a flow rate of 20 m s-1 showed fewer and minor differences in height, and a smooth curved shape. The hardness of the damaged surface tended to decrease with increase in flow rate.