• 유공압시스템학회논문집
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• 제4권4호
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• pp.15-20
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• 2007

All of the hydraulic spool valves adopt radially grooved spools to avoid hydraulic locking. In this paper, a commercial computational fluid dynamics (CFD) code, FLUENT is used to investigate the accurate Poiseuille flow characteristics inside single groove. The stream lines, velocity and pressure distributions are obtained for various groove widths, depths and shapes. The stream lines are highly affected by groove shape and there occurred large vortexes inside groove beyond a certain ratio of groove width to depth. Especially the U shaped groove restrains the occurrence of vortex. Therefore the numerical method adopted in this paper can be use in optimum designing of multi-grooved hydraulic spool valves.

• 한국지하수토양환경학회:학술대회논문집
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• 한국지하수토양환경학회 2002년도 추계학술발표회
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• pp.355-358
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• 2002

A sediments are Integral called as gravel, sand, clay, mineral materials which are settling in bottom layer of reservoir, stream, and oceans from land. In practical problems relations of sediments are flood by decreed of flow capacity and down of water quality. Dredged sediments are composed with constructed material and variety of pollutant compounds. Therefore, it is very much of cost effects in nationally, if development for use of constructed material separated only constructed material within sediments. And it will be continue to the dredge operation of stream sediment for retrofit of water environment and sustainable's after the years. The following results could be obtained : In case of high concentration sediments, sample for design of CDF was shown property of flocculent settling. Assuming that average inflow rate is 1, 000㎥/hr, mean residence time( $T_{d}$), average ponding depth( $H_{pd}$ ), and design surface area for flocculent settling( $A_{df}$ ) were 5 hr, 0.6m, and 15, 750 $m^2$ respectivelyrespectivelyy

• 물과 미래
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• 제22권1호
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• pp.91-98
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• 1989

본 연구는 하구호의 배수문을 통한 배수량 추정공식중 잠류의 경우 유량계수를 1984∼1987년 영산호의 배수문에서 관측된 자료를 이용하여 분석하였다. 분석결과 유량계수는 무차원 변수 수위차일수심비 및 수면강하도와의 복합함수관계를 가지고 있었다. 기존방법과 본 방법을 이용 배수량을 추정 비교 검증한 결과 본 방법이 실배수량과 일치하였고 기존 방법중 적용가능한 방법을 도출하였다.

• 수산해양기술연구
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• 제13권1호
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• pp.1-5
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• 1977

A series of echo-sounding and current measurements as well as the drogue and the drift bottle experiments were carried out in Asan Bay since November 1974. Several sand bars or sand flats covered by silts were developed at ebb tide in the bay. Sand waves and sand ripples were seen on the surface of the sand bars, around which sea channels of 8~ 12 meters in depth are formed. The main stream axis of the flood current which is separated into east and west branch flows southward. A cyclonic and an anticyclonic eddy are developed at the early stage of flood tide. They are transformed into a clockwise eddy before the slack water. The maximum tidal current speed observed was 3.1 ~ 3.2 knots at the entrance of the bay, while it was 1.O ~ 2.8 knots in the bay. The location of the main stream axis of the tidal current coincides well with the sea channel. A salt wedge was observed at the estuary of the Sabgyo-cheon River.

• Perspectives in Nursing Science
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• 제8권2호
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• pp.156-166
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• 2011

Purpose: The purpose of this study was to understand the process of exercise adherence in middle aged women. Methods: The qualitative theme analysis method was used. The participants were 11 middle-aged women who had exercised over 6 months. Data were collected through in-depth interviews and recorded by and transcribed immediately. The data were coded with similar meaning and analysis themes with the constant comparative method. Results: The core theme was Stepping Stones Across the Stream (SSAS). The Stone means the adherence factors in exercise. The stream means the interrupting factors in exercise adherence. The subcategories were 1) feeling of developmental crisis, 2) searching for exit (from the developmental crisis), 3) finding a surprising new world (full of fun), 4) confronting the situation of dropout, and 5) adherence to exercise by SSAS. Conclusion: The predisposition of fun in middle aged women for the adherence of exercise should be explored along with more adherent factors.

• 생태와환경
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• 제47권spc호
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• pp.100-115
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• 2014

본 연구는 2007년 11월부터 2010년 9월까지 2차 하천부터 6차하천까지 하천 차수에 따라 총 51개의 지점을 7회에 걸쳐 조사하였다. 채집된 어류는 총 12과 55종이었으며, 전체 지점에서 참갈겨니 (Zacco koreanus)가 우점하고, 피라미 (Zacco platypus)가 아우점 하였다. 또한 천연기념물 1종 (1.8%), 환경부지정 멸종위기야생동물 2급 6종(10.9%), 한국고유종 22종(40.0%)이 확인되었다. 하천차수가 2차하천에서 6차하천으로 증가할수록 종수, 다양도지수, 균등도지수, 종풍부도지수, 내성종, 잡식종이 증가하며, 개체수, 우점도지수, 민감종, 충식종, IBI종합 지수는 감소하는 경향이 나타났다. 주성분 분석결과 각 지점들의 분포양상은 종수, 개체수, 군집지수, 내성종, 민감종, 잡식종, 충식종에 따라 상류와 하류로 구분이 되었다. 다변량 상관관계 분석결과 하천차수와 다변수(종수, 다양도지수, 잡식종, 하폭, 수심, 수온)는 유의미한 양의 상관관계가 나타났다.

• 한국환경복원기술학회지
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• 제9권1호
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• pp.89-99
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• 2006

The growth and biomass of reeds(Phragmites australis) growing in a subsurface treatment wetland system were investigated from April 2003 to October 2003. Nitrogen(N) and phosphorous(P) concentrations in above-ground(AG) and below-ground(BG) tissues of reeds were examined and the removal rate of N and P by reeds were analyzed. The system, 29 m in length, 9 m in width and 0.65 m in depth, was constructed in June 2001 on a floodplain in the down reach of the Kwangju Stream in Korea in order to purify polluted water of the stream. A bottom layer of 45 cm in depth was filled with crushed granites(15~30 mm in diameter) and a middle layer of 10 cm in depth was filled with pea pebbles(10 mm in diameter). An upper layer of 5 cm contained course sand. Reeds were transplanted on the surface of the system, which were dug out of natural wetlands, and their shoots were trimmed 40 cm in height. The height and density of the shoots averaged 237.7 cm and 244.0 shoot/$m^2$, respectively, when the reeds grew fully. The maximum biomass of AG and BG tissues were 1,964 and 1,577 g/$m^2$, respectively, and the AG : BG ratio of biomass was 1.26. Mean AG and BG dry weights were recorded as 1,355 and 748 g/$m^2$, respectively. The AG and BG tissue concentrations of N averaged 12.37 and 10.01 mg/g, respectively, and those of P 2.37 and 2.03 mg/g, respectively. Inflow to the system averaged 40 $m^3$/day. The concentrations of total nitrogen(T-N) in influent and effluent were 8.4 mg/L and 3.2 mg/L, respectively, and those of total phosphorous(T-P) were 0.73 and 0.38 mg/L, respectively. The total removal of T-N and T-P by the system during the investigation period averaged 140.2 and 9.7 g/$m^2$, respectively, and the total uptake of N and P by the reeds were calculated as 24.39 and 4.73 g/$m^2$, respectively. Average removals of about 17% of N and about 49% of P by reeds were recorded. The N and P concentrations in AG tissues were significantly different among the three zones of the system:near to inflow(St1), in the middle of system(St2), and near to outflow(St3). The N and P concentrations in BG tissues were also significantly different among St1, St2 and St3. N and P concentrations in AG and BG tissues of reeds growing in St1 were higher than those in St2 and St3. The height and density of shoots of reeds in St1 were larger than those in St2 and St3. Significant amounts of N and P in the influent were taken up by reeds in St1.

• 한국환경복원기술학회지
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• 제8권6호
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• pp.1-12
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• 2005

Treatment level and pond reactions of a pond system were examined from May to October 2002. The system was constructed in July 2000 for purifying water of Sinyang stream that flows into Koheung Estuarine Lake located in the southern part of the Korean Peninsula. The system was composed of a primary and a secondary pond in series and established on the rice field near the lake. Water pumped from the stream was funneled into the primary pond, whose effluent was discharged into the secondary pond by gravity flow. Effluent from the secondary pond was funneled into wetlands. About 130 $m^3$/day of water was pumped into the primary pond and detention time of the primary and secondary pond was about 2 days. DO from the surface to the 1.0 m depth of the primary and secondary pond was in the rage of 5.2 to 11.0 mg/L and 4.3 to 0.7 mg/L, respectively. DO at the bottom layer of the primary pond was 0 mg/L and that of the secondary pond ranged 3.0~4.7 mg/L. The primary pond functioned as a facultative pond and the secondary as an aerobic one. The temperature difference between the surface and bottom layers of the ponds in August was about $2.5^{\circ}C$ and that in May and October was about $1.0^{\circ}C$. Thermocline was observed in the primary pond during the high ambient temperature of August. The sludge depth of the primary pond in May, August, and October was 2.4, 1.9, and 2.2 cm, respectively. That of the secondary pond was 1.2, 1.0, and 1.1 cm, respectively. SS, $BOD_5$, T-N, and T-P concentrations in influent averaged 16.64, 6.71, 6.21, and 0.23 mg/L and those in effluent from the primary pond averaged 11.48, 4.97, 4.81, and 0.17 mg/L, respectively. The removal rates of the primary pond for SS, $BOD_5$, T-N and T-P were 31%, 26%, 22%, and 24%, respectively. Average concentrations of SS, $BOD_5$, T-N, and T-P in effluent from the secondary pond were 9.81, 4.07, 4.03, and 0.14 mg/L, respectively and the abatement rates of the secondary pond for SS, $BOD_5$, T-N and T-P were 20%, 12%, 13%, and 15%, respectively. SS, $BOD_5$, T-N and T-P concentrations in effluent from the primary pond were significantly low(p=0.001) when compared with those from the secondary one.

• 한국컴퓨터정보학회논문지
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• 제26권3호
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• pp.43-50
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• 2021

본 논문에서는 키넥트 센서를 기반으로 한 휘트니스(Fitness) 동작의 정확성을 피드백 하는 윈도우 애플리케이션 KITNESS를 설계하고 구현한다. 이 애플리케이션의 특징은 키넥트의 카메라와 관절 인식 센서를 활용하여 사용자가 정확한 휘트니스 자세로 운동할 수 있도록 피드백을 주는 것이다. 이때 키넥트의 IR Emitter와 IR Depth Sensor를 이용하여 사용자와 키넥트 간의 거리를 측정하고, 사용자의 관절 위치인 조인트(Joint)와 각 관절의 스켈레톤(Skeleton) 데이터를 측정한다. 이러한 데이터를 이용하여 사용자의 관절 위치와 자세마다 일정 거리를 계산하고 자세의 정확도를 판단한다. 그리고 키넥트의 RGB 카메라를 통해 사용자가 본인의 자세를 확인할 수 있도록 구현한다. 즉, 사용자의 자세가 정확하면 스켈레톤 정보를 초록색 선으로 표시하고, 정확하지 않으면 정확하지 않은 부분을 빨간색 선으로 표시하여 직관적으로 알려준다. 사용자는 이 애플리케이션을 통하여 운동하는 자세의 정확도를 피드백 받기 때문에 혼자서도 정확한 자세로 운동할 수 있다. 이 애플리케이션은 운동 부위를 목, 허리, 다리 세 가지 영역으로 분류하고, 각 운동 부위의 자세에서 관절이 겹쳐서 키넥트가 인식하지 못하는 자세를 제외함으로써 키넥트의 인식률을 높인다. 그리고 애플리케이션 종료 시에는 마지막 운동 모습을 이미지로 5초간 보여줌으로써 성취감을 고취시키고 지속적으로 운동할 수 있도록 구현한다.

• 한국방재학회 논문집
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• 제9권3호
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• pp.107-115
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• 2009

일반적으로 래버린스 위어는 월류부의 평면형상을 변화시켜 월류 길이를 증가시킨 위어이다. 래버린스 위어는 월류량 증대 및 수심유지에 활용될 수 있으며, 수질개선에도 효과가 있다. 그러나 수공구조물로써 기능 및 설계조건을 고려할 수 있는 수심유지 효과에 관한 연구는 상대적으로 부족한 실정이다. 본 연구의 목적은 삼각형 래버린스 위어의 수심유지효과 범위를 제시하여 보다 효율적인 삼각형 래버린스 위어 설계가 가능토록 하는데 있다. 또한, 수심유지 효과는 수리모형실험 및 3차원 수치모형인 FLOW-3D를 이용하여 분석하였다. 이러한 결과, 본 연구에서는 삼각형 래버린스 위어는 시점부까지 전 범위에서 수심유지효과가 나타났으며, 위어 종점부까지 수심이 유지되는 범위($H_t/P=0.08\sim0.27$)를 정량적으로 제시하여 효율적인 설계가 가능하도록 하였다.