• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2011년도 학술발표회
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• pp.17-17
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• 2011

As a method of countermeasure to bed degradation and armoring phenomena of bed material in the downstream area of dam reservoirs, sediment augmentation (replenished sediment) has been carried out in many Japanese rivers. In general, bed of the replenished sediment site is composed of rocks, because the site is located in the downstream area of the dams and sediment supply is very small. Bed deformation process has been researched by many researchers. As a method of countermeasure to bed degradation and armoring phenomena of bed material in the downstream area of dam reservoirs, sediment augmentation (replenished sediment) has been carried out in many Japanese rivers. In general, bed of the replenished sediment site is composed of rocks, because the site is located in the downstream area of the dams and sediment supply is very small. Bed deformation process has been researched by many researchers. However, most of them can treat movable bed only and cannot be applied to the bed deformation process of sediment on rocks. If the friction angle between the sediment and the bed surface is assumed to be the same as the friction angle between the sediment and the sediment, sediment transport rate must be smaller without sediment deposition layer on the rocks. As a result, the reproduced bed geometry is affected very well. In this study, non-equilibrium transport process of non-cohesive sediment on rigid bed is introduced into the horizontal two dimensional bed deformation model and the model is applied to the erosion process of replenished sediment on rock in the Nakagawa, Japan. Here, the Japanese largest scale sediment augmentation has been performed in the Nakagawa. The results show that the amounts of the eroded sediment and the remained sediment reproduced by the developed numerical model are $56300m^3$ and $26800m^3$, respectively. On the other hand, the amounts of the eroded sediment and the remained sediment measured in the field after the floods are $56600m^3$ and $26500m^3$, respectively. The difference between the model and field data is very small. Furthermore, the bed geometry of the replenished sediment after the floods reproduced by the developed model has a good agreement with the measured bed geometry after the floods. These results indicate that the developed model is able to simulate the erosion process of replenished sediment on rocks very well. Furthermore, the erosion speed of the replenished sediment during the decreasing process of the water discharge is faster than that during the increasing process of the water discharge. The replenished sediment is eroded well, when the top of the replenished sediment is covered by the water. In general, water surface level is kept to be high during the decreasing process of the discharge during floods, because water surface level at the downstream end is high. Hence, it is considered that the high water surface level during the decreasing process of the water discharge affects on the fast erosion of the replenished sediment.

• 대한의용생체공학회:의공학회지
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• 제28권1호
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• pp.117-126
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• 2007

In this paper, we propose an early rehabilitation training system for the improvement of postural balance with multi-modality on a tilting bed. The integration of the visual, somatosensory and vestibular functions is significant to for maintaining the postural control of the human body. However, conventional rehabilitation systems do not provide multi-modality to trainees. We analyzed the characterization of postural control at different tilt angles of an early rehabilitation training system, which consists of a tilting bed, a visual feedback, a computer interface, a computer, and a force plate. The software that we developed for the system consists of the training programs and the analysis programs. To evaluate the characterization of postural control, we conducted the first evaluation before the beginning of the training. In the following four weeks, 12 healthy young and 5 healthy elderly subjects were trained to improve postural control using the training programs with the tilting bed. After four weeks of training, we conducted the second evaluation. The analysis programs assess (center of pressure) COP moving time, COP maintaining time, and mean absolute deviation of the trace before and after training at different tilt angles on the bed. After 4 weeks, the COP moving time was reduced, the COP maintaining time was lengthened, and the mean absolute deviation of the trace was lowered through the repeated use of vertical, horizontal, dynamic circle movement training programs. These results show that this system improves postural balance and could be applied to clinical use as an effective training system.

• 한국정밀공학회지
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• 제16권6호
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• pp.58-65
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• 1999

The spinning machine has been developed for a bus and truck wheel disc which is manufactured by spinning process method. This machine has the mechanical structure with bed, 2-column, cross head, 2-vertical slide, 2-horizontal slide with forming roller, clamp slide and main spindle similar to large size vertical lathe. Main spindle attached the mandrel is rotated about 500rpm drived by 280kW power DC motor, and a rotating black material pressed on the mandrel with the clamp slide is spinformed by 2-forming rollers which are attached inner end of the 2-horizontal slides. The 2-vertical and 2-horizontal slides are actuated by the hydraulic cylinder which is controlled by the servo valve individially, and these servo valves are controlled by control signal of the CNC controller which is computed with position signal feedbacked from the encoder sensor. The developed machine can manufacture wheel disc of various section profile without mandrel change because section profile is easily modified using program editing in the CNC controller processor. The wheel disc manufactured by spinning process method has many advantages that the endurance is increased by 2 times and the weight is decreased by 30% compared with a conventional disc.

• 한국습지학회지
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• 제13권1호
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• pp.79-94
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• 2011

본 연구의 목적은 수제설치로 변화되는 수제역 주변의 흐름을 3D 수치해석으로 분석하여 수제역의 흐름과 유사거동에 관한 환경적 효과(수중생물의 서식처 등)에 대한 기초자료를 제공하는데 있다. 비월류 수제군(non-submerged groynes)의 흐름 특성은 대체로 2차원류(주 수직와류 : mainly horizontal eddies)이고 와류는 수제의 말단에서 발생하여 유로를 따라 이동한다. 이러한 동적 움직임은 큰 격자와 큰 시간차 그리고 난류 모델링의 부적합성 즉 k-${\varepsilon}$ 모델을 이용한 수제 주변에서의 흐름패턴 모의 등은 그 해석이 매우 어려운 문제이다. 따라서 본 연구는 WL/Delft Hydraulics의 DELFT3D 소프트웨어 패키지의 한 부분인 DELFT-3D-MOR 프로그램을 이용하여 준 2차원 난류와 3차원 난류로 시뮬레이션을 실시하고 2차원 수심평균 모델을 적용하여 수평대와류모의(horizontal large eddy simulation, HLES)를 실시하였다. 그 결과 HLES를 이용하여 하상변화를 예측할 경우 실제 관측한 하상과 유사한 것으로 나타났다. 그러나 HLES를 이용하지 않은 평균 유속 모델을 사용하는 경우에 하상형태는 현실성이 떨어지고 하상형상학적 변화시간이 길어짐을 확인 할 수 있었다. 이러한 현상은 시간적으로 변화하는 와류(eddy)의 형상과 관련된 강력한 유속변화를 무시한 결과로 추정되었다.

• 한국에너지공학회:학술대회논문집
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• 한국에너지공학회 2000년도 추계 학술발표회 논문집
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• pp.97-100
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• 2000

유동층 열교환기 (Fluidized Bed Heat Exchanger; FBHE) 는 온도 균일성이라는 유동층의 특징을 이용하여 적당한 전열면적을 갖는 열교환관을 층 내 설치하여 일정한 양의 열을 전열시키는 것으로, 최근 순환유동층 연소로의 scale-up 을 통한 열용량 증대와 함께 고온의 재순환물질로부터 열을 회수, 연소로의 온도제어 및 열회수율의 극대화를 얻고자 재순환부에 연결하여 사용하고 있다. 또한, 가압순환유동층의 개발과 더불어 유효열전달 면적의 증대를 통한 상대적인 연소로 소형화를 위해 채택되고 있다. 특히, 유동층 열교환기는 전체 공정에서 20-60% 의 열을 회수할 수 있어, 열전달에 있어 매우 중요한 역할을 차지한다.(중략)

• 한국안전학회지
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• 제24권1호
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• pp.37-42
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• 2009

The present study is to estimate the effect of wave height affecting at the front face of breakwater systems, when a submarine trench is dredged in the distant offshore from outer breakwater. The wave diffraction field, which is important hydraulic factor in the ocean, is considered to be two dimensional(2D) plane and the configuration of the submarine trench on the sea bed designated by single horizontal long-rectangular system. The numerical simulation is performed by using Green function based on the boundary integral equation and meshed at moving boundary conditions. The results of present numerical simulations are illustrated by applying the normal incidence. It is shown that the ratios of wave height reduction at the front face of breakwater systems are approximately 20% by the effect of placing long trench on the sea bed. This study can effectively be utilized for safety assessment to various breakwater systems in the ocean field.

• Ocean Systems Engineering
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• 제12권4호
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• pp.439-459
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• 2022

This paper describes experimental studies of impact pressure generated by breaking regular waves in shallow water on a vertical cylinder. Experimental work was carried out in a shallow water flume using a 1:30 - scale model of a vertical rigid circular hollow cylinder with a diameter 0.2 m. This represents a monopile for shallow water offshore wind turbines, subjected to depth induced breaking regular waves of frequencies of 0.8 Hz. The experimental setup included a 1 in 10 sloping bed followed by horizontal bed with a constant 0.8 m water depth. To determine the breaking characteristics, plunging breaking waves were generated. Free surface elevations were recorded at different locations between the wave paddle to the cylinder. Wave impact pressures on the cylinder at a number of elevations along its height were measured under breaking regular waves. The depth-induced wave breaking characteristics, impact pressures, and wave run-up during impact for various cylinder locations are presented and discussed.

• Journal of Advanced Research in Ocean Engineering
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• 제2권3호
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• pp.99-111
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• 2016

Seabed affected by scouring, sedimentation, and siltation occurrences often cause exposure, which induces risks to existing structures or crude oil or gas pipeline buried subsea. In order to prevent possible risks, more economical structure installation methodology is proposed in this study by predicting and managing the risk. Also, the seabed does not only consist of sandy material, but clayey soil is also widespread, and the effect of undrained shear strength should be considered, and by cyclic environmental load, pore water pressure will occur in the seabed, which reduces shear strength and allows particles to move easily. Based on previous research regarding sedimentation or erosion, the average value of external environmental loads should be applied; for scouring, a 100-year period of environmental conditions should be applied. Also, sedimentation and erosion are mainly categorized by the bed load and suspended load; also, they are calculated as the sum of bed load and suspended load, which can be obtained from the movement of particles caused by sedimentation or erosion.

• Tribology and Lubricants
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• 제33권5호
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• pp.214-219
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• 2017

Abrasive fluidized bed machining (AFBM) is similar to general abrasive fluidized machining (AFM) in that it can perform polishing of the outer and inner surfaces of a 3-dimensional shape by the flow of particles. However, in the case of AFM, the shear force generated by the flow of the particles causes material removal, while in AFBM, the abrasive particles are suspended in the chamber to form a bed. AFBM can be used for deburring, polishing, edge contouring, shot peening, and cleaning of mechanical parts. Most studies on AFBM are limited to metals, and research on application of AFBM to plastic materials has not been performed yet. Therefore, in this study, we investigate the effect of rotating speed of the specimen and the air flow rate on the material removal characteristics during AFBM of polyacetal with a horizontal AFBM machine. The material removal rate (MRR) increases linearly with increase of the rotating speed of the main shaft because of the shear force between the particles of the fluidized bed and the rotation of the workpiece. The reduction in surface roughness tends to increase as the rotating speed of the main shaft increases. As the air flow rate increases, the MRR tends to decrease. At a flow rate of 70 L/min or more, the MRR remains almost constant. The reduction of the surface roughness of the specimen is found to decrease with increasing air flow rate.

• 물과 미래
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• 제29권3호
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• pp.163-176
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• 1996

균일조도관이 경사지어 설치되어 있을 때, 적정량의 유체를 유송하기 위하여 요구되는 펌프의 동력은 양해법으로 바로 산정할 수 있다. 그러나 펌프의 동력이 기지값으로 주어져 있고 관내 유출률이나 관경을 구하고자 할 때 기존 방법은 상당한 반복과정을 거쳐야 된다. 이러한 경우 유동훈(1995b)은 펌프가 작동치 않는 자연경사관이나 수평관에 펌프만 작동할 때의 균일조도관에 대하여 양해법 산정식을 개발한 바 있다. 본 연구는 그의 연구결과에 기초하여 균일조도 경사관에 펌프가 동시에 작동할 때 반복 시산과정을 거치지 않고 관내 유출률이나 관경을 양해법으로 바로 산정하는 수식을 개발하여 제시하였다. 양해법 산정식의 선택에 있어 관로흐름의 수리특성을 다섯가지로 구분하여 각 수리 특성구간의 경계조건식도 양해법으로 도출하였다. 또한 개발된 양해법 근사식을 간단한 설계예에 적용하여 계산의 효율성과 정확성을 확인하였다.