• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.4B
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• pp.333-341
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• 2011

This study analyzed the propagation of dam-break waves in an area directly downstream of a dam by using 3D numerical modeling with RANS as the governing equation. In this area, the flow of the waves has three dimensional characteristics due to the instantaneous dam break. In particular, the dam-break flows are characterized by a highly unsteady and discontinuous flow, a mixture of the sharp flood waves and their reflected waves, a mixture of subcritical and supercritical flow, and propagation in a dry and movable bed. 2D numerical modeling, in which the governing equation is the shallow water equation, was regarded as restricted in terms of dealing with the sharp fluctuation of the water level at the dam-breaking point and water level vibration at the reservoir. However, in this 30 analysis of flood wave propagation due to partial dam breaking and dam-break in channels with $90^{\circ}$ bend, those phenomena were properly simulated. In addition, the flood wave and bed profiles in a movable bed with a flat/upward/downward bed step, which represents channel aggradation or degradation, was also successfully simulated.

• Journal of Korea Water Resources Association
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• v.42 no.4
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• pp.319-329
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• 2009

Sediment release openings or pipes are installed in the flood control dam constructed to reduce flood damages, which are to allow water and sediments pass through the dam and to prevent flow blockage and sedimentation in the upstream area of the dam. The Hantan River Flood Control Dam (HRFCD) has been projected for flood damage reduction and sediment release openings and ecological passages are considered for the dam design. In this study, sediment deposition due to the construction of HRFCD was analyzed using the HEC-6 model and compared with the state before the dam construction with respect to the conditions of the annual mean daily discharge and annual discharge hydrograph. According to the numerical results, although downstream water levels were changed by the dam structure, the effects of bed changes were not propagated from the dam over 2 km upstream. Also, 2D numerical models of RMA2 and SED2D were used to predict bed changes in the upstream area with and without sediment release openings. Consequently, it is presented that sediment release openings decreased maximum deposition height in the upstream channel of the dam.

• Journal of Korean Society on Water Environment
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• v.25 no.2
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• pp.288-294
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• 2009

Flow field-flow fractionation (Fl-FFF) device has been widely used to verify the size and molecular weight of various colloids and organics. The Fl-FFF, however, generally uses carrier solutions with only low to moderate ionic strengths to exclude the high affinity of materials to the membrane under high ionic strength conditions. Thus, materials existing in seawaters have not been accurately analysed based on the hydrodynamic size and molecular weight using current Fl-FFF techniques. The highest ionic strength tested was up to 0.1 M, while seawater ionic strength is about 0.6 M. The aim of this study is to accurately measure the hydrodynamic size of particles under carrier solutions close to seawater conditions with the Fl-FFF. By employing various operating conditions during the Fl-FFF analyses, it was demonstrated that the flow conditions, the concentration of surfactants, and stabilization times were key factors in acquiring compatible data. Results have shown that the cross flow was more influential factor than the channel flow. The concentration of the surfactant was to be at least 0.05% and the minimum 15 hr of stabilization was needed for accurate and reproducible data acquisition under seawater condition.

• Transactions of the Korean Society of Mechanical Engineers
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• v.8 no.5
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• pp.442-449
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• 1984

Turbulent jet flow has been studied in many ways; a plane jet, a rectangular jet, an annular jet, a round jet, a wall jet, a parallel jet, a valve jet, a cross jet, a slit jet and etc. In this report, a 45.deg. cross jet flow was tried by using two same dimensioned nozzels(dia..phi.20)which were set up at the exit of the subsonic wind tunnel. Each jet flows to the direction of 22.5.deg. to the axis of downstream of the mixed flow. The centerline of each jet meets at the distance of 217.3mm and their mixing flow could be imagined to develop beyond that distance, so the measurement was effectuated at X/X$_{0}$=1.2-1.5. The section of the mixed flow a elliptic circle which is formed by the 22.5.deg. inclined flows to the X direction. This experimental study aimed at the investigation of the turbulent mixing process of two jets; the mean velocities, the turbulent shear stresses, the correlation coefficients, and the momentum were respectively measured. The mean velocity distribution profiles of the down-stream component measured in the Y direction coincide well with the empirical equation of Gortler and those measured in the Z direction agree with the equation of H. Schlichting. Other mean velocities V over bar and W over bar components were randomly distributed. The higher values with same order of the intensity of turbulence were largely distributed at the central part of the flow. The momentum was decreased up to 70% by the shock losses and the development of intense turbulences, but it kept its value constantly beyond X/d=14. Two-channel hot-wire anemometer systems (model 1050 series), X-type hot-wire made of tungsten (dia. .phi.e.mu.m, long 3mm, model 0252 T5), a computer(model HP 9845B0, and a plotter (model HP 9872C) were used for the experiments and the analyses.s.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.15 no.2
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• pp.279-285
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• 2011

The next generation wireless communication systems are required high BER performance better than present performance. Double binary Turbo code have error floor at high SNR, so it cannot be used in next generation wireless communication system. Therefore, many methods are proposed for overcome error floor at DVB-RCS NG(next generation). In this paper, we analysis structure of third-dimension Turbo code(3D-turbo code). 3D-Turbo code overcomes error flow by additive post-encoder in conventional DVB-RCS Turbo code. Performance of 3D-Turbo code is changed by post-encoder form, interleaving method, value of ${\lambda}$. So we are simulated by those parameter and proposed optimal form. By a result, performance of 3D-Turbo is better than conventional DVB-RCS Turbo code and it overcome error floor of conventional DVB-RCS Turbo code.

• Journal of the Korean Geographical Society
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• v.32 no.4
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• pp.435-444
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• 1997

Bars in a river bed show the flow of the river, the shape of a river bar can be easily measured in any river. The purpose of this study is to research the morphological characteristics of river bars. The case study area is the lower Golgi River, six bars were examined. All six bars are gravel bars with a grain size in excess of 2 millimeters. Four of the bars are longitudinal bars, in which the direction of the bar follows the river current. After analyzing the gravel in the bars, it was determined that as the gravel flows down the river, gravel grain size decreases while grain roundness increases. The shape of bar varies locally according to flow regime, channel slope, and w/d ratio.

• Proceedings of the Korea Water Resources Association Conference
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• 2021.06a
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• pp.252-252
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• 2021

하천 합류부의 흐름거동은 단일 하천 흐름거동에 비해 복잡한 흐름 특성을 나타낸다. 하천의 본류와 지류가 만나는 합류지점에서는 유량비, 합류각의 변화에 따라 전단면(shear plane), 재순환류(recirculation zone)가 발생할 수 있다. 이러한 하천 합류부의 복잡한 흐름특성은 하상의 침식 또는 퇴적을 야기할 수 있고, 수심의 변화, 수생태 변화 등을 일으켜, 하천환경 변화에 영향을 미칠 수 있다. 따라서 본 연구에서는 2차원 흐름해석모형 HDM-2D를 이용하여 하천합류부에서 2차원 흐름 모의를 수행하였으며, 합류각의 변화에 따른 흐름특성 변화를 분석했다. HDM-2D 흐름모의 결과의 검증을 위해 90° 각도의 합류수로에 대한 Weber et al.(2001)의 실험결과를 이용했다. 그 결과, 합류지점 하류에서 발생하는 재순환류 및 수위하강, 유속의 변화 등의 수치모의결과가 실험결과와 유사한 변화를 나타냈다. 지류 합류 각도의 변화에 따른 하류 흐름변화를 비교하기 위해 3가지 합류부 각도(30°, 45°, 60°)에 대해 흐름모의를 수행했다. 합류지점의 흐름특성을 분석하기 위해 합류지점의 계산격자를 세밀하게 구성했다. 합류지점 하류에서 발생하는 재순환류의 길이와 최대 폭의 변화로부터 재순환류 발생면적을 계산하였으며, 합류각도의 변화에 따른 흐름특성을 비교 분석 하였다. 흐름모의 결과, 본류와 지류의 합류각이 30°일 때 합류부 내측의 재순환류가 거의 발생하지 않았으며, 합류각이 45°이상일 때 합류각 증가에 따라 재순환류의 폭과 너비가 증가하는 결과를 나타냈다. 또한 합류각 증가에 의해 재순환류 발생 면적이 증가함에 따라 합류부 하류의 수심이 더 큰 폭으로 감소하는 결과를 나타냈다.

• Journal of computational fluids engineering
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• v.17 no.3
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• pp.25-32
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• 2012

This work was devoted to compare two different cavitation models to study the dependency of model constants. The cavitation model of Merkle et al.(2006) and Kunz et al.(2000) were used for the present computational study. The cavitation models were coupled with the incompressible unsteady Reynolds-Averaged Navier-Stokes solver to indicate the vaporization and condensation processes. For this purpose, a preconditioning method was added as the pseudo-time term to solve the unsteady stiffness problems. For the validation of the numerical simulation, the computation was performed for the cavitating flow in a converging-diverging channel. The present results show that Merkle's cavitation model is independent to the model constants, and the higher numerical accuracy over Kunz's cavitation model.

• Transactions of the Korean Society of Mechanical Engineers B
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• v.30 no.5 s.248
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• pp.430-437
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• 2006

The mixing effect is studied by comparing rotating and oscillating stirrers in the micro channel. The cases of Re=10 to 80 with various stirring speeds are considered to analysis the effect of Re and stirrer speed for the mixing. Under Re=20, the oscillating stirrer represents better mixing rate than the rotating stirrer up to the critical stirrer speed which has a maximum efficiency. Over Re=30, the results of oscillating and rotating stirrer show that the faster the stirrer speed, the higher the mixing effect within the concerned stirrer speed range and the oscillating stirrer keeps the higher mixing rate. It was found that the mixing effect is a function which has an optimum of the Reynolds number and the stirrer speed. The D2Q9 Lattice Boltzmann Method is used due to the merits of calculation for the unsteady flow with moving boundary.

• Proceeding of EDISON Challenge
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• 2014.03a
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• pp.649-653
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• 2014

채널 내부에 장애물이 존재하는 유동 형태는 다양한 공학적 문제에서 나타나고 있으므로 여러 가지 형상 및 유동 조건에 따른 유동 특성 연구가 필요하다. 따라서 본 논문에서는 장애물의 형상을 일정한 크기의 원형 실린더로 설정하고 실린더는 위아래 채널 벽 중앙에 위치하도록 하여 2차원 채널 내에 원형 실린더가 존재하는 경우에 대하여 CFD연구를 수행하였다. 실린더와 위아래 채널 벽면과의 거리를 변화시켜 각각의 거리에 대해 유동 재부착 길이, 유동의 주기성, 항력계수 등의 유동 특성을 관찰하였다. 연구결과 각 간격[실린더벽면과 채널벽면간의 거리(G)/실린더지름(d)]이 0.5, 1, 2, 3, 5, 15에 따른 재 부착 지점(Reattachment Length)은 채널 벽면이 실린더로부터 멀어질수록 완전히 열린 유동장에서의 유동 재부착 지점에 수렴해간다는 것을 확인하였다. 즉 거리가 멀어질수록 벽면 영향이 줄어든다는 것을 확인하였다. 또한 각각의 경우에 대해 항력계수 값을 구하였고, 이를 완전히 열린 유동장에서의 항력계수 값과 비교해 보았다. 그 결과 벽면으로부터의 떨어진 거리가 5부터 벽면의 효과가 줄어들어 10이상이 되었을 때부터 그 영향이 아주 미미하다는 것을 확인하였다.