• Transactions of the Korean Society of Mechanical Engineers B
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• v.28 no.8 s.227
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• pp.953-960
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• 2004

In this study, the effects of freestream turbulence intensity on laminar-turbulent transition of separated shear layers in the wake of a circular cylinder are investigated using an immersed boundary method and LES. It is shown that the present numerical results without freestream turbulence for Re=3,900 based on bulk mean velocity and the cylinder diameter are in good agreement with other authors' experimental observations and numerical results, verifying our numerical methodology. Then a 'prescribed power spectrum' method is imposed to generate isotropic turbulence at the inlet of the computational domain at each time step. The principal effects of freestream turbulence intensity on flow statistics are investigated for Re=3,900. Statistical study reveals that the Reynolds stresses in the near-wake region gradually increase, and transition occurs further upstream, as the turbulence intensity increases. On the other hand, the bubble size behind the cylinder decreases as the turbulence intensity increases, which indicates that the freestream turbulence helps mean velocity be quickly recovered.

• Journal of Broadcast Engineering
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• v.7 no.3
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• pp.229-237
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• 2002

Natural synthesis of real and virtual images is a key technology in mixed reality. For this purpose, we propose an efficient dense disparity estimation algorithm and a synthesis algorithm considering features of stereo images. Dense disparities are estimated hierarchically from the low to high resolution images. In the process, the region-dividing-bidirectional-matching algorithm makes matching process efficient and keeps the reliability of the estimated disparities, and dense disparities are assigned considering edge information. finally, mixed reality stereo images are synthesized by comparing depth data of real and virtual Images. Computer simulation shows that the proposed algorithms estimate very stable disparity vectors with sharp edge and synthesize natural stereo mixed reality images.

• Korean Journal of Optics and Photonics
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• v.21 no.4
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• pp.161-167
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• 2010

We suggest an effective expression of transmission coefficients between uniaxial anisotropic media. To study the transmission of oblique incident light by stratified anisotropic planar structures, we included an imaginary isotropic layer sandwiched between those anisotropic media, and then considered multiple reflection within the imaginary layer. The adequacy of this expression is confirmed by comparing the polarization analysis of light passing through the anisotropic medium and the multi.layered anisotropic media.

• 한국전산유체공학회:학술대회논문집
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• 2011.05a
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• pp.504-507
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• 2011

The inertial migration of a two-dimensional elastic capsule in a channel flow was studied over the Reynolds number range $1{\leq}Re{\leq}100$. The lateral migration velocity, slip velocity, and the deformation and inclination angle of the capsule were investigated by varying the lateral position, Reynolds number, capsule-to-channel size ratio(${\lambda}$), membrane stretching coefficient(${\Phi}$), and membrane bending coefficient(${\gamma}$). During the initial transient motion, the lateral migration velocity increased with increasing Re and ${\lambda}$ but decreased with increases in ${\Phi}$, ${\gamma}$ and the lateral distance from the wall. The initial behavior of the capsule was influenced by variation in the initial lateral position ($y_0$), but the equilibrium position of the capsule was not affected by such variation. The balance between the wall effect and the shear gradient effect determined the equilibrium position. As Re increased, the equilibrium position initially shifted closer to the wall and then moved towards the channel center. A peak in the equilibrium position was observed near Re=30 for ${\gamma}=0.1$, and the peak shifted to higher Re as ${\gamma}$ increased. Depending on the lateral migration velocity, the equilibrium position moved toward the centerline for larger ${\gamma}$ but moved toward the wall for larger ${\Phi}$ and ${\gamma}$.

• Journal of Korean Society for Geospatial Information Science
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• v.17 no.1
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• pp.37-42
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• 2009

The accuracy of RTK GPS is limited by the distance dependent errors from orbit, ionosphere and troposphere, as the distance between the rover and the base station increases in the Real Time Kinematic surveying. To solve this problem, VRS system has installed. This study would estimated the accuracy of cadastral detail surveying, which is used on the VRS RTK instead of Total Station and RTK GPS demand for various equipments and time. As a result of study, the positioning accuracy of the VRS RTK and RTK GPS surveying make no greate difference, as RMSE of VRS RTK surveying is 0.144m and that of RTK GPS surveying is 0.146m and the new method would be more efficient.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.3 no.4
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• pp.244-254
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• 1991

The numerical analysis on tile behaviour of mooring system in the offshore guyed tower is presented. The governing equilibrium equations are derived by the principle of virtual work. The drag and inertia effects of fluid are included in a Morrison type equation. The finite element method is used in the computation. Geometric nonlinearities for the analysis of the mooring line are considered in which both modified Newton-Raphson method and Newmark-$\beta$ method are employed. Numerical experiments show the validity and the capability of the developed mathematical formulation.

• Proceedings of the Korea Water Resources Association Conference
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• 2015.05a
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• pp.387-387
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• 2015

최근 기후변화에 따른 국지성 집중호우 및 돌발홍수 증가로 도심지역에 많은 침수 피해가 발생하고 있다. 본 연구는 이러한 내외수에 영향을 받는 도시 중소하천의 침수 저감을 위하여 침수 예측모형에 적용 가능한 수리학적 계산모형을 개발하는 것이다. 일반적으로 자연하천은 수지형 수계가 대부분이며, 도시 우수관로와 관계배수 시스템 등은 폐합형 수계에 포함되어 수지형 계산모형으로는 도시 중소하천의 유출 모의를 할 수 없다. 폐합형 수계의 계산모형은 수지형에 비해 복잡하지만, 적용대상 수계가 폐합형이 아닌 경우에도 합류점의 유입량을 처리하기가 편리하고, 역방향의 월류 흐름이 존재하는 감조하천에서의 월류 흐름 모의가 가능한 장점을 갖고 있어 도시 내배수 시스템은 물론 자연하천에도 적용 할 수 있다. 본 모형은 절점, 수로 및 계산점으로 구성되는데 동력학적 방법인 1차원 Saint-Venant의 연속 방정식과 운동량 방정식에 수치해법을 이용하여 구하고자 하는 시간과 지점의 수위와 유량을 계산할 수 있게 구성하였다. 수치해법으로는 가장 보편적으로 사용되는 유한차분법 중 안정성과 정확성이 우수한 것으로 평가된 Preissmann의 4점 음해법으로 차분방정식에 Newton-Raphson 방법을 사용하여 유량과 수위 보정치에 Double Sweep 알고리즘을 적용하였다. 유한차분법은 안정성 문제를 수반할 수 있기에 시간 증분이 작을수록 Courant 조건을 만족할 수 있다. 모형 비교 검증을 위하여 동력학적 방법을 적용한 대표적인 폐합형 수계모형인 EPA SWMM을 지원하는 CHI사의 PC-SWMM 프로그램을 이용하여 가상의 폐합 수계를 구축하였다. 일반적으로 상류지점의 경계조건은 하류로 추적될 입력 자료로써, 상류지점과 합류지점은 유입되는 유량값을 그리고 하류지점은 유출되는 수위값을 경계조건으로 입력하였다. 운동량방정식의 에너지 경사와 마찰경사 항에 포함된 조도계수는 변화량에 중요한 물리적 요소이지만, 고정 상수값인 0.03을 적용하여 검증에 용의하도록 하였다. 구축된 모형과 PC-SWWM을 통해 산출된 계산점별 수위와 유량에 RMS 오차를 비교한 결과 만족할만한 결과를 얻을 수 있었다. 따라서 향후 내외수를 연계에 침수예측모형에 적용 가능할 것으로 사료된다.

• Journal of the Society of Naval Architects of Korea
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• v.29 no.3
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• pp.80-89
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• 1992

This paper deals with the open boundary problems, and two numerical schemes are used for the implementation of open boundary condition. One is to add the artificial damping term to dynamic free-surface boundary condition. Determination of suitable damping coefficient and the damping cone is the most important in this scheme. The other scheme is a modified Orlanski's method. This will be useful for the problems with unidirectional waves. A few typical free-surface wave problems are modeled for the numerical test. Method of solution is fundamental source-distribution method and the fully nonlinear boundary conditions are applied. The computed results are compared with those of others for the proof of practicality of these schemes.

• Journal of KIISE:Software and Applications
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• v.32 no.12
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• pp.1283-1291
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• 2005

One of the problems in boosting Java performance using a Just-in-Time (JIT) compiler is removing redundant array bound checks. In conventional static compilers, many powerful algorithms have been developed, yet they are not directly applicable to JIT compilation where the compilation time is part of the whole running time. In the current JIT compilers, we tan use either a naive algorithm that is not powerful enough or an aggressive algorithm which requires the transformation into a static single assignment (SSA) form of programs (and back to the original form after optimization), thus causing too much overhead not appropriate for JIT compilation This paper proposes a new algorithm based on an inequality graph which can eliminate array bounds check codes aggressively without resorting to the SSA form. When we actually perform this type of optimization, there are many constraints in code motion caused by the precise exception rule in Java specification, which would cause the algorithm to miss many opportunities for eliminating away bound checks. We also propose a new method to overcome these constraints.

• Proceedings of the Korean Information Science Society Conference
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• 2000.10c
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• pp.369-371
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• 2000

IPv6 기반의 이동 노드는 이웃 발견 프로토콜과 주소 자동설정 기능을 이용하여 스스로 의탁 주소(Care-of-Address : 이하 COA)를 구성한다. 이 때, 이동 노드가 가까이 있는 여러 개의 라우터 경계 사이를 짧은 시간동안 자주 이동한다면 이동 노드는 자신의 COA를 구성하는 과정을 빈번하게 반복하면서 이동 노드의 과부하가 발생할 가능성이 크다. 본 논문에서는 이러한 잦은 이동을 하는 이동 노드의 주소 자동설정 기능으로 인한 노드의 과부하를 줄이고 COA를 구성하는 시간을 최소화하기 위해 이동 노드의 주변을 가상의 셀로 설정하고 주변 셀에 대한 라우터들의 prefix를 라벨화(labeling)하여 이동 노드의 여러 개의 인터페이스에 설정해 놓고 라벨의 확인만으로 COA를 선택하는 방법을 제안한다.