• 제목/요약/키워드: 2-D velocity distribution

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수신함수와 표면파 분산의 동시역산을 이용한 한반도 남부지역의 지각과 상부맨틀 연구 (The Crustal and Upper Mantle Velocity Structure of the Southern Korean Peninsula from Receiver Functions and Surface-Wave Dispersion)

  • 유현재;이기화
    • 한국지구물리탐사학회:학술대회논문집
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    • 한국지구물리탐사학회 2006년도 공동학술대회 논문집
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    • pp.61-70
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    • 2006
  • 이 연구에서는 수신함수와 표면파 분산을 동시역산하는 방법을 통해 한반도 남부지역의 3-D S-파 속도모델을 구하였다. 10-150초 주기의 한반도 평균 레일리 위상속도 데이터와 $12.5{\times}12.5$ 격자의 레일리파 및 러브파 토모그래피 결과로부터 얻은 0.5-20 초 주기의 군속도 자료가 역산에 사용되었다. 수신함수는 95 개 관측소의 광대역(STS-2), 단주기(SS-1), 및 가속도(Episensor) 채널로부터 계산되었다. 한반도에 운영중인 조밀한 지진관측소 분포는 3-D 지각구조의 자세한 연구를 가능하게 한다. 역산 결과 한반도 남부 지역의 지각과 상부맨틀의 S-파 속도변화와 특성을 자세히 관찰할 수 있었다.

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여과재(濾過材)의 종류(種類)에 따른 최소유동상(最小流動狀) 속도(速度) 및 팽창(膨脹)에 관한 연구(硏究) (A Study on the Minimum Fluidization Velocity and Expansion of Various Media)

  • 최승일;최준석
    • 상하수도학회지
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    • 제10권2호
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    • pp.55-69
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    • 1996
  • Backwashing is one of the most important processes in water treatment. Several models have been utilized to predict minimum fluidization velocity and expansion of media. However, it is not unusual that the actual bahavior of media dose not agree well with the prediction. This study has investigated the applicability of models in predicting the minimum fluidization velocity of sand media. However even the better model has predicted minimum fluidization velocity 1.1 to 1.8 times higher than actual fluidization velocity. The expansion rate of sand media was inspected. It is found that the actual expansion rate was greater than the predicted. In this study condition, use of $d_{10}$ instead of $d_{60}$ was better to predict the expansion of media. On the contrary to the sand media, the actual expansion of anthracite media was less than that predicted. Sometimes it is reported that the dual media has been overflown during backwashing and mixed severely at the interface. It is because the grain size distribution of anthracite has not been selected properly. The numerical values for media expansion found in this study could be referred as the useful data in operating and/or designing filter media.

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제어봉을 부착한 원형실린더 주위 유동제어에 관한 연구 (A Study on the Flow Control around a Circular Cylinder by Control rods)

  • 김옥석;이경우;조대환
    • 해양환경안전학회:학술대회논문집
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    • 해양환경안전학회 2007년도 춘계학술발표회
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    • pp.169-174
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    • 2007
  • 부표시스템 침수체의 주요형상인 원형실린더에 제어봉을 부착하여 2차원 단면의 유동특성에 대해서 수치해석을 수행하였다. 유속을 0.1m/s에서 0.5m/s로 변화시키면서 부표시스템 주위의 유동현상을 파악하고 부표시스템의 효과적인 유통제어를 위해 실린더 (D=50mm)에 제어봉의 직경을 0.1D 에서 O.5D 까지 부착하여 조류에 의한 영향을 조사하였다. 유동장내의 속도분포는 PIV계측기법 중 2 프레림 입자추적법을 사용하여 수치해석의 정도를 높이고자 0.3m/s에서 비교 평가하였다. 실린더 주위의 압력분포는 0.2D 의 제어봉을 부착하였을 경우, 유속의 변화에 관계없이 가장 양호한 경향을 보이는 것을 알 수 있었다.

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Multi-Vision PIV에 의한 2차원 단순물체의 유동장 해석 (An Analysis of 2-D Bluff Bodies Flows by Multi-Vision PIV)

  • 송근택;이현;김유택;이영호
    • Journal of Advanced Marine Engineering and Technology
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    • 제26권5호
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    • pp.573-580
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    • 2002
  • Animation and time-resolved analysis of the wake characteristics of 2-D bluff body flows were examinated by applying the multi-vision PIV to square cylinders(three angles of attack: $0^{circ}, 30^{circ} and 45^{\circ}$) and circular cylinders(three rotating speeds: 0rpm, 76rpm, 153rpm) submerged within a circulating water channel $(Re=10^4)$, The macroscopic shedding patterns and their dominant frequencies were discussed in terms of instantaneous velocity, vorticity and turbulent quantities such as turbulent intensity, turbulent kinetic energy and three Reynolds stresses. Particularly the time-averaged distribution of turbulent intensity 'islands' where their peak magnitudes were focused always small regions behind the bodies without noticeable spatial migration were particularly discovered in all cases. And the dominant frequencies of the turbulent quantities in the wake regions were two times larger than those of the velocity and vorticity.

임계 마름 수심기법을 이용한 지하공간 침수 모의 (Inundation Simulation of Underground Space using Critical Dry Depth Scheme)

  • 이동섭;김형준;송창근
    • 한국안전학회지
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    • 제30권6호
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    • pp.63-69
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    • 2015
  • In this study, a 2D hydrodynamic model equipped with critical dry depth scheme was developed to reproduce the flow over staircase. The channel geometry of hydraulic experiment conducted by Ishigaki et al. was generated in the computational space, and the developed model was validated against flow properties such as discharge, velocity and momentum. In addition, the water surface profile and the velocity distribution evolved in flow over two layers staircases were analyzed. When the initial water depth at the upper floor was 0.3 m, the maximum velocity at lower floor was 4.2 m/s, and the maximum momentum was $1.2m^3/s^2$, and its conversion to force per unit width was 1.2 kN/m. This value was equivalent to the hydrostatic force with 50 cm water depth, and evacuation became difficult, as proposed by Ishigaki et al. For the flow over staircases connecting two layers, the maximum run-up height in flat part connecting two layers was approximately two times higher than the initial water depth in upper floor, and the rapid shock wave with sharp front and long tail was propagated.

Effects of Upwelling/Downwelling on Suspended Particulate Matter Distributions over Shelf Mud Areas: Numerical Experiments

  • Gao, Shu;Jia, Jian-Jun
    • Journal of the korean society of oceanography
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    • 제37권3호
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    • pp.178-186
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    • 2002
  • The mud deposit located to the south of Cheju Island, the East China Sea, is characterized by an upwelling system or, on occasions, a combined upwelling-downwelling system. The water mass here is associated with relatively high suspended matter concentrations. In the present study, a vertical I-D model is used to undertake numerical experiments for evaluating the upwelling and downwelling effects on the suspended particulate matter distribution patterns within the water column. The results show that: (1) because the upwelling or downwelling velocity tends to be of the same order of magnitude as the settling velocity of suspended particles, a number of different patterns of suspended matter concentration distribution are possible, depending on the relative importance of the velocities; (2) the presence of upwelling can enhance the suspended particulate matter concentration; and (3) in an upwelling-downwelling system, maximum concentrations may or may not lie in the middle of the water column, depending on, once again, the interrelationships between the opwelling/downwelling velocities and the settling velocity. Hence, the physical processes associated with upwelling/downwelling appear to be relevant to the suspended material distribution over shelf mud areas.

수평원통 관에서 감온액정을 이용한 난류유동의 온도 및 속도장에 관한 실험적 연구 (An Experimental Study on Temperature and Velocity Fields of the Turbulent Flows Horizontal Cylindrical Tube by Using Thermo-sensitive Liquid Crystal)

  • 장태현;도덕희
    • Journal of Advanced Marine Engineering and Technology
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    • 제27권7호
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    • pp.921-929
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    • 2003
  • An experimental investigation was performed to study the characteristics of turbulent water flow in a horizontal circular tube by using liquid crystal. To determine some characteristics of the turbulent flow, 2D PIV technique is employed for velocity measurement and liquid crystal is used for heat transfer experiments in water. Temperature visualization was made quantitatively by calibrating the color of the liquid crystal versus temperature using various approaches (TLC technique: Thermochromic Liquid Crystal), and a neural-network algorithm was applied to the color-to-temperature calibration. This study shoud the temperature and time-mean velocity distribution for Re = 2,436, 2,500 and 2,724 along longitudinal sections and the results appear to be physically reasonable.

이정 사질 퇴적물의 층면구조 형성 속도에 대한 수조 실험 예비 연구 (A Preliminary Study of Flume Experiments on the Flow Velocity for Initial Formation of Bedforms on Bimodal Sand-sized Sediments)

  • 김현우;최수지;최지수;권유진;이상철;곽창환;권이균
    • 한국지구과학회지
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    • 제37권4호
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    • pp.218-229
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    • 2016
  • 층면구조 안정성 다이어그램은 층면구조가 주어진 입도와 유속에서 나타나는 층면구조의 모양과 크기를 지시한다. 이 다이어그램은 대부분 수조실험에 의해 획득한 실험 데이터를 기반으로 작성되었다. 일반적으로, 수조실험은 입자의 크기와 유속사이의 관계를 이해하기 위해 분급이 좋고 단일입도의 분포를 보이는 퇴적물을 이용하여 수행되었다. 이 다이어그램에 의하면, 세립사와 중립사 퇴적물 표면에서 유속이 빨라지면서, 평행층 에서 연흔이 형성되기 시작한다. 이 연구의 목적은 층면구조 안정성 다이어그램의 결과가 실험을 통하여 잘 재현되는지를 확인하고, 분급이 좋은 퇴적물과 달리 분급이 불량한 경우인 이정 입도 분포를 보이는 사질 퇴적물에서도 잘 재현되는지 확인하는 것이다. 본 연구 실험 결과는 2D 연흔이나 3D 연흔 층면구조가 형성되기 위해서, 분급이 불량한 퇴적물의 경우에, 분급이 좋은 퇴적물보다 더 높은 유체의 유속과 전단응력이 필요하다는 것을 보여주고 있다. 탄산염 퇴적물은 수력학적 분급작용이 활발하지 않으며, 퇴적물의 구성이 알로켐과 기질로 이루어지는 이정 입도 분포를 보이는 퇴적물로서 일반적으로 분급이 불량한 특징을 가지고 있다. 따라서, 실험의 결과는 탄산염 퇴적물에서 층면구조 형성을 위해 쇄설성 퇴적환경의 퇴적물 보다 더 높은 유속이 필요할 수 있음을 제안하고 있다. 분급이 불량한 퇴적물 입자가 침식되어 이동기 위해 더 높은 에너지와 유속이 필요하다는 것은 분급 효과, 마찰 효과, 안정성 효과, 갑옷 효과 등이 복합적으로 작용한 결과로 설명될 수 있을 것이다. 본 연구는 예비적 고찰로서, 이어지는 연구를 통해 이러한 현상을 과학적으로 설명하고 입도와 층면구조 형성의 상관성을 보다 정교하게 규명하고자 한다.

Determination of Urban Surface Aerodynamic Characteristics Using Marquardt Method

  • Zhang, Ning;Jiang, Weimei;Gao, Zhiqiu;Hu, Fei;Peng, Zhen
    • Wind and Structures
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    • 제12권3호
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    • pp.281-283
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    • 2009
  • Marquardt method is used to estimate the aerodynamic parameters in urban area of Beijing City, China, including displacement length (d), roughness length ($z_0$) and friction velocity (u*) and drag coefficient. The surface drag coefficient defined as the ratio between friction velocity and mean wind speed is 0.125 in our research, which is close to typical urban area value. The averaged d and $z_0$ are 1.2 m and 7.6 m. d and $z_0$ change with direction because of the surface heterogeneity over urban surface and reach their maximum values at S-SW sector, this tendency agrees with the surface rough element distribution around the observation tower.

저지대 농경지의 홍수범람 분석 (Analyzing the Flood Inundation in Low Agricultural Area)

  • 전계원;이호진
    • 한국농공학회논문집
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    • 제49권2호
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    • pp.17-24
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    • 2007
  • This study analyzes the flood inundation in low agricultural area caused by rainfall during typhoon periods and how flood inundation areas should be affected. GIS techniques, HEC-HMS and HEC-GeoHMS were used for flood runoff, HEC-RAS was applied in water surface elevation analysis at each cross-section. RMA2, SED2D were applied for runoff characteristics of inundation areas and river bed change and distribution of sediment. As a result, velocity distribution was analyzed 2.6 m/s-3.4 m/s in flood inundation by water level increase. In the case of bed elevation change, most sediments were deposited to the parts that adjoin bank.