• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1993년도 한국자동제어학술회의논문집(국내학술편); Seoul National University, Seoul; 20-22 Oct. 1993
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• pp.815-820
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• 1993

Robotic technology has been grown up conspicuously by its versatility. KAERI has been involved in one of facets of robot industry to keep abreast of rapid evolving technologies In robotic field and has launched long-term R&D plan to assure the stable nuclear energy. In this paper, the latest development status of teleoperated robot system has been presented with emphasis the configuration of overall control system with 3 dimensional graphic system that provides operators with tele-presence situation. This robot system under development, composed of master-slave arm with controller and graphic simulator, is operated by a master manipulator to enable an installation and removal operation of nozzle dam system for steam generator. Evaluation and analysis has been carried out to get optimal parameters of robot system.

• 지질공학
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• 제21권3호
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• pp.231-237
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• 2011

현재 고로폐광산에서 가동 중인 인회석 배수체계의 설계는 다음과 같다 ; 인회석 배수시스템은 침사조, 반응조 및 침전조로 구성되며 폐갱도 및 광미장의 침출수를 배관을 통하여 집수한 후 인회석 배수시스템으로 수리구배에 의해 운반되게 설계되었다. 2004년도에 실시된 실내실험 결과에 의하면, 인회석 38.8 톤을 매년 반응조에 새로 충진시켜 줘야 하며 침전물은 매 3개월 마다 침전조에서 제거해줘야 한다. 본 연구의 목적은 석회석 및 인회석을 이용한 실내실험을 실시하여 ARD 내의 비소저감 효율성을 평가하고 침출수 처리 체계 내에 사용되는 침전제를 재평가하는 것이다. 실내실험 결과, 석회석 및 인회석의 비소 저감율은 64.7-98.3%이며 인회석의 경우 비소 저감율은 입도에 반비례하였다. 비소화합물은 비산염인회석 그리고 칼슘비산염수화물의 형태인 것으로 추측된다. 따라서, 인회석 및 인이 포함된 석회석은 저 농도의 비소제거를 위한 침전제로 사용될 수 있는 것으로 판단된다.

• 한국습지학회지
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• 제13권3호
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• pp.489-497
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• 2011

본 연구의 목적은 인공습지를 이용하여 회야댐으로 유입되는 비점오염물질을 제어함으로써 수질을 향상시키는데 있다. 인공습지에 부들과 갈대를 식생하여 부영양화 유발물질인 질소(N)와 인(P)의 제거효율을 조사하였다. 또한, 인공습지 운영에 있어 계절적 및 수리하적 영향을 조사하였다. 인공습지에 의한 총 N와 P의 제거율은 평균적으로 20.7%와 42.7%로 나타났으며 계절적으로는 식생식물의 성장기(6월~7월)와 개화기(9월~11월)에 높은 제거 효율을 보였다. 이러한 결과로부터 인공습지는 회야댐으로 유입되는 비점오염물질인 N와 P을 효과적으로 제어하기 위한 대안으로 판단된다.

• 한국치위생학회지
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• 제4권2호
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• pp.277-291
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• 2004

The purpose of this study is to analyze the dental hygienists' overall performance in operative restoration and the clinical performance in operative restoration according to dental hygienists' career and to provide basic data for establishing the appropriate range of dental hygienists' work. Subjects of this study are 339 dental hygienists working at dental clinic and hospital nationwide, selected by their working place, career, type of clinic, and location of clinical institution. The distribution of people who responded to the survey shows that 81 belong to beginner level(less than 2 years since entering clinic), 115 intermediate level(2 to 3 years since entering clinic), 81 higher level(4 to 5 years since entering clinic) and 62 advanced level(more than 6 years since their entering clinic). In terms of the types of clinical institution, 178 belong to dental clinics and 161 belong to dental hospitals. The survey used in this study are focused on perception about clinical performance in operative dentistry and adequacy of the work. Operative dentistry consists of operative restoration and endodontic therapy. The operative restoration consists of 15 categories such as patient welcoming, examination and diagnosis, planning of treatment, anesthesia, control of moisture, cavity preparation, pulp protection, matrix band application, amalgam filling, resin filling, glass ionomer cement filling, abrasive strip removal, rubber dam removal, bite check and polishing, patient education, and arrangement. The reliability was Cronbach's Alpha .9453. SPSS 10.0 for Windows was used to analyze the responses. One way ANOVA was utilized to verify the differences in the dental hygienists' job performance in operative restoration and their job performance according to career. When significant difference was found. Duncan multi comparison post hoc was done. To sum up the results of this study, patient welcoming look the first place in the operative restoration. It was followed by patient education, examination and diagnosis, introducing treatment plan, resin filling, glass ionomer cement filling, amalgam filling, bite check and polishing, anesthesia, pulp protection, control of moisture, abrasive strip removal, cavity preparation, matrix band application, rubber dam removal, and anesthesia. In terms of the clinical performance by career, there were significant differences in 19 activities such as medical eraluation, oral examination, patient charting, intra oral readio graphs, firm developing fixing mounting, curing light gun, education of attention content after operation. Based on the results of this study, the specific range of operative restoration for dental hygienists should be focused on providing basic data for dentists' diagnosis, alleviation of fear and aching accompanied by injection and anesthesia, data providing for dentists' decision of anesthesia degree, and maximization of control of moisture.

• 한국물환경학회지
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• 제22권6호
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• pp.1094-1100
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• 2006

In this study, the reservoir sediment reduction methods for long-term operation are proposed by the analysis of both sediment deposit characteristics and sediment reduction effect by each method. To that end, a flowchart for sediment analysis in reservoir is established and sediment deposit is simulated by SMS-SED2D model. The sediment reduction methods which are sediment passing (sluicing), flushing, trapping, bypassing and mechanical removal are used. From the simulation results, the effective method for sediment reduction is operation which is coupled by both sediment passing with sand gate and sediment trapping with debris dam. And If sediment flushing will be used once a year after 50 years, conservation storage can be secured until 100 years after dam construction.

• 한국원자력학회:학술대회논문집
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• 한국원자력학회 1996년도 춘계학술발표회논문집(1)
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• pp.571-576
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• 1996

Currently most nuclear power plants(NPPs) are adopted the mid-loop operation to minimize the overhaul period and save the operating cost. For mid-loop operation it is essential to install nozzle dam between RCS pipe and steam generator(SG). Because SG remains more highly contaminated with radioactive material than any other parts of the NPPs, the repairmen are very reluctant to carry out installing nozzle dam inside the SG. Until now, unfortunately, it appears that no practically applicable device was developed to provide the longstanding demand. Also the accidents have been reported by licenser event report during this operation mode due to loss of residual heat removal(RHR). The purpose of this paper is to conduct remotely blocking and disintegration of nozzle of a SG which has the highest radiation exposure during the maintenance in NPPs. The remote nozzle blocking device of a SG includes three bladders, hubs, air controller provisions to supply and contact air pressure into the bladders. This remote nozzle block device will give the larger operation margin to prevent the loss of RHR and minimize the radiation exposure dose to the repairman and shorten the overhaul periods.

• 한국해양공학회지
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• 제27권2호
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• pp.107-113
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• 2013

Most natural river reach are approximately balanced with respect to sediment inflow and outflow. Dam construction dramatically alters this balance, creating an impounded river reach characterized by extremely low flow velocities and efficient sediment trapping. The impounded reach will accumulate sediment and lose storage capacity until a balance is again achieved, which would normally occur after the impoundment has become "filled up" with sediment and can no longer provide water storage and other benefits. This paper aims to investigate the sediment removal process in dam reservoir using simultaneously pressure flushing operation and vibrator machine. The main objective of this study is to identify the effect of vibrator in flushing cone dimensions. To achieve the objectives of present study, laboratory test have conducted under different hydraulic conditions such as two bottom outlets with diameter equal to 2" and 3", five discharges 0.23, 0.53, 1.21, 1.53 and 2.1 lit/s and only one water depth above the center of bottom outlets. Using the vibrator machine mounted into the reservoir and close to the bottom outlet, different frequency e.g. 20, 35 and 50 HZ, have been introduced to the deposited sediment at the vicinity of outlet. The results indicate that the volume and width of flushing cone are strongly affected by frequency of vibrations. The results indicate that the volume and width of flushing cone are strongly affected by frequency of vibrations.

• 한국환경복원기술학회지
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• 제6권6호
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• pp.49-55
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• 2003

Total phosphorous removal rate was examined of a subsurface-flow treatment wetland system which was constructed on floodplain in the down reach of the Kwangju Stream in Korea from May to June 2001. Its dimensions were 29 meter in length, 9 meter in width and 0.65 meter in depth. A bottom layer of 45 cm in depth was filled with crushed granite with about 15~30 mm in diameter and a middle layer of 10 cm in depth had pea pebbles with about 10 mm in diameter. An upper layer of 5 cm in depth contained course sand. Reeds(Phragmites australis) were transplanted on the surface of the system. They were dug out of natural wetlands and stems were cut at about 40 cm height from their bottom ends. Water of the Kwangju Stream flowed from a submerged dam into it via a pipe by gravity flow and treated effluent was funneled back into the Stream. The number of reed stems increased from 80 stems/$m^2$ in July 2001 to 136 stems/$m^2$ in September 2001. The hight of stems was 44.2 cm in July 2001 and 75.3 cm in September 2001. The establishment of reeds at early operating stage of the system was good. Volume and water quality of inflow and outflow were investigated from July 2001 through December 2001. The average inflow was 40 $m^3$/day and hydraulic detention time was about 1.5 days. The concentration of total phosphorous n influent and effluent was 0.83 and 0.33 mg/L, respectively. The removal rate of total phosphorous averaged about 60%. The removal efficiency was slightly higher, compared with that of subsurface-flow wetlands operating in North America, whose retention rate of total phosphorous was reported to be about 56%. The good abatement rate could be attributed to sedimentation of particle phosphorous in pores of the media and adsorption of phosphorous to the biofilm developed on the surface of them. Increase of standing density of reeds within a few years will develop root zones which may lead to increment in the phosphorous retention rate.

• 한국정보통신학회논문지
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• 제21권7호
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• pp.1429-1434
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• 2017

기존의 안경 렌즈 흠집 검출 방법은 영상내의 미세 잡음이 제거되지 않아 렌즈 영역이 정확히 추출되지 않는 경우가 발생하여 흠집 영역을 검출할 수 없다는 문제점이 발생한다. 따라서 본 논문에서는 이러한 문제점을 개선하기 위해 적응적 이진화 기법과 Bresenham algorithm을 적용하여 흠집 영역을 검출한다. 제안된 방법은 안경 렌즈 영상에서 명암 대비를 적용하여 렌즈의 명암을 강조한다. 명암이 강조된 영상에서 렌즈 밖의 배경 영역은 흠집 검출에 불필요하므로 이진화 기법을 적용한 후에 Bresenham algorithm을 적용하여 렌즈의 윤곽선을 검출하고 렌즈 이외의 배경을 제거한다. 렌즈 이외의 배경이 제거된 렌즈 영상에서 렌즈 내부의 배경과 흠집의 명암 대비를 높인다. 명암이 강조된 렌즈 내부 영역에서 적응적 이진화 기법을 적용하여 흠집과 잡음을 검출한다. 잡음은 중간값 필터를 적용하여 제거한 후에 흠집 영역을 추출한다. 추출된 흠집 영역에서 렌즈의 중심으로부터의 거리와 흠집의 크기를 퍼지 추론 규칙에 적용하여 눈에 미치는 영향 정도를 분석한다. 제안된 방법의 성능을 분석하기 위해 CHEMI, MID, HL, HM과 같은 시력 보정용 렌즈 영상을 대상으로 실험한 결과, 12개의 시력 보정용 렌즈 영상 중에서 10개에서 결함을 성공적으로 추출하였다.

• 생태와환경
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• 제42권3호
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• pp.317-330
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• 2009

패류를 이용한 오염하천의 수질개선 가능성을 확인하고자 CROM기술을 응용한 S-CROM기법을 개발하고 현장에 직접 적용하였다. 실험은 하천에 형성된 소형 보에서 실시하고 자연유속을 그대로 이용하였으며, 패류의 섭식활동을 위해 현장의 퇴적물을 첨가하였다. 실험은 처리조를 현장수(대조군), 현장수+퇴적물(대조군), 현장수+퇴적물+패류 30개체 (D1), 현장수+퇴적물+패류 60개체 (D2) 등 4가지로 구성하고, 유속은 450mL $min^{-1}$, 시료채취는 12시간(주, 야)간격으로 실시하였다. 환경요인으로는 현장에서 직접 수온, pH, DO, 전기전도도, 탁도 등을 측정하였고 시료를 채취하여 Chl-$\alpha$, SS, TN, TP, $NO_2$-N, $NO_3$-N, $NO_4$-N, $PO_4$-P, BOD, 식물플랑크톤 등을 분석하였다. 실험결과 유기물 제어능은 패류밀도와 처리시간에 따라 차이를 보였는데, 최대효과는 운영 2일째, 낮 동안 그리고 고밀도 처리군에서 나타났으며, 부유물질 (57%)과 조류(72%)의 감소를 보였다. 고농도의 암모니아와 인산을 배출하였던 CROM(김 등, 2009)보다 뚜렷하게 낮은 수준을 보였으며, 패류의 밀도효과는 유의하지 않았다. 비록 S-CROM이 CROM에 비하여 낮은 제어율을 보였으나 이는 상대적으로 낮은 패류밀도 및 빠른 유속 등이 원인으로 판단되었다. 따라서 S-CROM를 이용한 하천의 유기물 제어는 하천환경과 패류밀도를 적절하게 조합한다면 높은 수질개선 효과를 기대할 수 있을 것으로 사료되었다.