• Title/Summary/Keyword: 보호공

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Low-Complexity H.264/AVC Deblocking Filter based on Variable Block Sizes (가변블록 기반 저복잡도 H.264/AVC 디블록킹 필터)

  • Shin, Seung-Ho;Doh, Nam-Keum;Kim, Tae-Yong
    • Journal of the Institute of Electronics Engineers of Korea SP
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    • v.45 no.4
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    • pp.41-49
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    • 2008
  • H.264/AVC supports variable block motion compensation, multiple reference images, 1/4-pixel motion vector accuracy, and in-loop deblocking filter, compared with the existing compression technologies. While these coding technologies are major functions of compression rate improvement, they lead to high complexity at the same time. For the H.264 video coding technology to be actually applied on low-end / low-bit rates terminals more extensively, it is essential to improve tile coding speed. Currently the deblocking filter that can improve the moving picture's subjective image quality to a certain degree is used on low-end terminals to a limited extent due to computational complexity. In this paper, a performance improvement method of the deblocking filter that efficiently reduces the blocking artifacts occurred during the compression of low-bit rates digital motion pictures is suggested. In the method proposed in this paper, the image's spatial correlational characteristics are extracted by using the variable block information of motion compensation; the filtering is divided into 4 modes according to the characteristics, and adaptive filtering is executed in the divided regions. The proposed deblocking method reduces the blocking artifacts, prevents excessive blurring effects, and improves the performance about $30{\sim}40%$ compared with the existing method.

A Study on Rainfall-induced Erosion of Land Surface on Reinforced Slope Using Soil Improvement Material (지반 개량재에 의한 보강사면의 강우시 표면침식에 관한 연구)

  • Kim, You-Seong;Kim, Jae-Hong;Bhang, In-Hwang;Seo, Se-Gwan
    • Journal of the Korean Geotechnical Society
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    • v.29 no.1
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    • pp.49-59
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    • 2013
  • Heavy rainfall intensity may cause shallow slope failures and debris flow by rill erosion and scour on land surface. The paper represents the difference between native soil (weathered soil) and reinforced soil, which is mixed by hardening agent with flyash as main material, for investigating experimental findings of rill erosion and erosion. Results obtained from artificial rainfall simulator show that erosion rate of reinforced soil mixed with hardening agent is reduced by 20% because an amount of eroded soil on slope surface is inversely proportional to the increase of soil strength. For example, rainfall of 45mm (at the elapsed time of 25mins in rainfall intensity of 110mm/hr) triggers rill erosion on native soil surface, but the rill erosion on reinforced soil surface does not even occur at 330mm rainfall (at the elapsed time of 3hrs in rainfall intensity of 110mm/hr). As a result of slope stability analysis, it was found that the construction method for reinforced soil surface would be more economical, easy and fast construction technology than conventional reinforcement method.

An Evaluation of Soil-Water Characteristic Curve Model for Compacted Bentonite Considering Temperature Variation (온도 변화를 고려한 압축 벤토나이트 완충재의 함수특성곡선 모델 평가)

  • Yoon, Seok;Jeon, Jun-Seo;Go, Gyu-Hyun;Kim, Geon-Young
    • Journal of the Korean Geotechnical Society
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    • v.36 no.10
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    • pp.33-39
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    • 2020
  • A geological repository has been considered as an option for the disposal of high-level radioactive waste (HLW). The HLW is disposed in a host rock at a depth of 500~1,000 meters below the ground surface based on the concept of engineered barrier system (EBS). The EBS is composed of a disposal canister, buffer material, backfill material, and gap-filling material. The compacted bentonite buffer is very important since it can restrain the release of radionuclide and protect the canister from the inflow of ground water. The saturation of the buffer decreases because high temperature in a disposal canister is released into the surrounding buffer material, but saturation of the buffer increases because of the inflow of ground water. The unsaturated properties of the buffer are critical input parameters for the entire safety assessment of the engineered barrier system. In Korea, Gyeongju bentonite can be considered as a candidate buffer material, but there are few test results of the unsaturated properties considering temperature variation. Therefore, this paper conducted experiment of soil-water characteristic curve for the Gyeongju compacted bentonite considering temperature variation under a constant water content condition. The relative error showed approximately 2% between test results and modified van-Genuchten model values.

C00rdinated Testing between transformer Tap Selection and Inverter Voilage Control in the PV Distributed Generation system (태양광 분산 발전 시스템의 계통연계용 변압기탭 선정과 인버터전압조정 협조시험)

  • Yoon, kap koo;CHO, SeongSoo
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.1098-1099
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    • 2015
  • ${\bullet}$ 시험대상: 영월태양광 4,990kW(998kW ${\times}$ 5호) ${\bullet}$ 13.07.31 연계기술검토의뢰 ${\bullet}$ 13.08.28 한전검토결과: 인근변전소 영월S/S(40MW) 초과로 10.8km 지점의 평창 D/L 평창간 347호 주진S/S에 다음의 보완대책과 연계 권고 ${\cdot}$ 문제점: 적정전압이탈 및 순시전압변동률 유지불가 ${\cdot}$ 연계기준만족을 위해 한전에서 제시한 보완대책 : 계통용량증설(설비보강), 연계용량 감소 및 전용선로 연계 ${\bullet}$ 14.01.09 분산형설치자의 용역사(에이스기술단)에서 송배전용전기설비 이용규정과 연계기준 만족을 위한 보완대책 제안 ${\cdot}$ 태양광발전시스템 인버터 자동전압(역률/무효전력) 조정기능 및 감시설비 구비 ${\cdot}$ 최적 공통연결점 선정: 분산형전원으로 부터 전기적으로 가장 가까운 영월D/L 영월S/S측에 개폐장치설치 하고 주진S/S 측으로 연계 ${\bullet}$ 14.01.29~06.19 한전(전력연구원)의 유효성 검토 ${\cdot}$ 보완대책 기술적 유효(실증시험 시행 후 시행공문 발송 예정) ${\bullet}$ 14.08.08 송배전용전기설비 이용규정 개정에 따른 협의 ${\cdot}$ 변압기 대당 20MW에서 25MW ${\cdot}$ 변전소 전체 60MW에서 75MW까지 허용 ${\cdot}$ 영월 S/S 측 문곡/영월 D/L 연계 공사 협의 ${\bullet}$ 14.10.04 사용전검사, 한전계통연계운전 시작 ${\bullet}$ 인버터 고정역률(99.9~100%) 운전 시험 ${\cdot}$ 14.11.21 22.9kV 계전기(SEL-751) 5대, 15분 간격 자료저장 ${\cdot}$ SEL-751/USB to RS232C/노트북 15분간격 측정(첨부) ${\bullet}$ 14.03.07 인버터 역률 95.0% 조정 15분간격 측정(첨부) ${\bullet}$ 변압기탭 선정과 인버터전압조정협조시험 계획 ${\cdot}$ 변압기탭을 현장에서 상하 1탭씩 변경 ${\cdot}$ 인버터역률을 인버터공급사에서 원격조정 ${\cdot}$ 22.9kV 보호계전기 SEL-751, 15분 간격 측정 ${\cdot}$ 인버터 370V 계전기 K-PAM DG3000/현장감시설비 연계 ${\cdot}$ 15분 간격 측정 저장 ${\cdot}$ 현장감시설비/인터넷 연결 원격측정(첨부예정)

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하천 오염현황과 대책

  • 이은호
    • Proceedings of the Korean Society for Applied Microbiology Conference
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    • 1979.10a
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    • pp.234-236
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    • 1979
  • 인구의 도시집중과 고도산업사회 건설에 필연적으로 수반되는 도시하수 및 산업폐수등은 하천을 심각하게 오염시켜 하천수가 지니고 있는 자정능력 한계를 초과하고 있어 재생될수 없는 상태이므로 수자원의 보호가 요청된다. 이런 상황의 하천오염 증가 추세와 주요 오염원 및 오염물에 대하여 고찰하고 대책에 방향을 제시한다. 먼저 전국의 급수 현황과 장래를 보면 다음과 같다. 한편 수도권 한강수계를 오염시키는 주요 오염원인 폐수를 보면 주거지의 생활하수, 상업행위로 발생되는 폐수와 공장의 산업폐수로 대별할 수 있으며 수도권 한강에 유입 되는 지천 수질을 보면 다음과 같다. 위와 같은 상태의 총폐수량은 280만톤인데 비하여 청계, 중량하수처리장과 서부 북부 동부분뇨처리장의 일일 처리능력은 16.4%에 불과하다. 한편 서울지역 오염원구성비를 보면 다음과 같다. 이런 계속적인 오염물은 1977년 경우 갈수기에 80~100t/sec의 하천유량으로 희석되고 있어 자정능력 한계를 벗어나서 하류의 물은 혼탁하고 용존산소의 고갈현상을 초래하고 있다. 그러므로 도시 하천에서는 수류침체로 인한 하상퇴적을 방지하여 국소적 오염의 심화를 방지하며 유량을 증가 시켜야 한다. 수도권 한강 수계의 수질의 일부는 다음과 같다. 한편 생활수준의 향상과 더불어 수요가 급증되며 처리장의 효율과 하천수의 수질을 악화시키는 합성세제의 총생산량은 1971년에 21000톤이던 것이 1978년에는 약 50,000톤에 이르고 있으며 이중 55~60%가 서울지역에서 소모되는 것으로 추산되어 진다' 결과 한강수에서 검출되는 합성세제의 오염 현황을 보면 다음과 같이 이미 몇개 지점에서는 세계 보건기구의 허용량인 0.5ppm을 초과 하고 있는 실정이다. 또한 오염의 연쇄현상을 나타내는 중금속의 일종인 csduium의 검출 정도를 보면 다음과 같다. 이상의 하천오염에 따른 수중생태계의 변화는 물리적 화학적 생물학적 환경요인이 복합적으로 작용하는 세부적 기계에 대하여는 규명되지 않은 문제가 아직도 많으며 지표생물의 표현형은 중요한 가치를 부여하고 있다. 식물성 plankton의 우점종의 출현 빈도에 따른 수질계급을 보면 뚝섬지역 BOD 3.3~5.3 빈부수성 $~\alpha$ 중부수성, 보광동 BOD 6.0~10.3중부수성, 제 2한강교 BOD10~28 $\alpha$ 강부수성, 난지도 BOD29 $\beta$ 강부수성 등이며 이와 상이한 결과도 보여주고 있다. 이상으로 볼 때 1) 가정하수의 질을 높이기 위하여 분뇨정화조 의 효율증대 2) 산업폐수의 공정별 폐수량의 조절 및 폐수성 상에 따른 총량규제에 대비한 효율증대 3) 하천의 오염부하와 자정능력 최대한 부여 4) 폐수처리를 위한 미생물제개발 및 오염지표 종 연구와 오염내성 생물의 연구등이 종합적 으로 수행되어야 한다. 5) 이상의 모든 조사와 연구결과를 객관적으로 표기할 수 있도록 하천의 이정표가 정해져야 하겠다.

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Design and Performance of a Direct RF Sampling Receiver for Simultaneous Reception of Multiband GNSS Signals (다중대역 GNSS 신호 동시 수신을 위한 직접 RF 표본화 수신기 설계 및 성능)

  • Choi, Jong-Won;Seo, Bo-Seok
    • Journal of Broadcast Engineering
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    • v.21 no.5
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    • pp.803-815
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    • 2016
  • In this paper, we design a direct radio frequency (RF) sampling receiver for multiband GNSS signals and demonstrate its performance. The direct RF sampling is a technique that does not use an analog mixer, but samples the passband signal directly, and all receiver processes are done in digital domain, whereas the conventional intermediate frequency (IF) receiver samples the IF band signals. In contrast to the IF sampling receiver, the RF sampling receiver is less complex in hardware, reconfigurable, and simultaneously converts multiband signals to digital signals with an analog-to-digital (AD) converter. The reconfigurability and simultaneous reception are very important in military applications where rapid change to other system is needed when a system is jammed by an enemy. For simultaneous reception of multiband signals, the sampling frequency should be selected with caution by considering the carrier frequencies, bandwidths, desired intermediate frequencies, and guard bands. In this paper, we select a sampling frequency and design a direct RF sampling receiver to receive multiband global navigation satellite system (GNSS) signals such as GPS L1, GLONASS G1 and G2 signals. The receiver is implemented with a commercial AD converter and software. The receiver performance is demonstrated by receiving the real signals.

Preparation of Transparent Film by Coating of Acrylate Copolymer as MMA-co-GMA-co-AA ((MMA-co-GMA-co-AA)형 아크릴레이트 공중합체를 도포한 투명필름의 제조)

  • Kim, Ji-Hye;Kim, Moon-Sun;Hong, Sung-Chul;Kim, Byung-Woo
    • Korean Chemical Engineering Research
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    • v.49 no.1
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    • pp.62-68
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    • 2011
  • In the study, acrylate copolymer as MMA-co-GMA-co-AA with a high hardness and flexibility was synthesized for applying to the clear protection film, where GMA was used as a mediator to enhance polymerization-efficiency between MMA and AA. With an increase of GMA content, molecular weight and hardness of acrylate copolymer increased, however, flexibility decreased. With an increase of AA content, its molecular weight and hardness decreased, however, flexibility increased. Molar ratio of GMA/MMA and AA/GMA were optimized as 1.6 and 1.8, respectively, at 30 g of MMA to enhance hardness and flexibility of acrylate copolymer film. Molecular weight and Tg of the acrylate copoylmer were 13,300 g/mol and 136.5 $^{\circ}C$, respectively. Hardness of the coated film at 1.4 g/$m^2$ of spread was 1 H and no crack was observed at expansion ratio of 5% and 15%, respectively. Hardness of film was improved to 3 H by increasing spread of 4.1-4.6 g/$m^2$.

Reduction of Pollutant Concentrations in Urban Stormwater Runoff by Settling (침강에 의한 도시 강우 유출수 오염물질 저감 특성 분석)

  • Seo, Dongil;Kim, Jaeyoung
    • Journal of Korean Society of Environmental Engineers
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    • v.38 no.4
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    • pp.210-218
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    • 2016
  • The pollutant removal efficiencies of stormwater runoff by settling were analyzed using field samples collected in 4 different raining events in a test bed installed in the Gwanpyung-Cheon stream in Daejeon. A 1.8 m high with 30 cm diameter cylindrical settling device was used for the settling test by measuring concentration of TSS, TP and TN for time and height. The pollutants removal rate was relatively high in the first 4 hours while 24 hours seem to be necessary to reach steady state in pollutant concentrations. However, there were no considerable differences in concentrations for height at a given time. This indicates most of particulate pollutant in the test seems to show independent settling with no interference to each other. Much part of particle sizes were distributed in the range of $10{\sim}100{\mu}m$. Average particulate fractions of TP and TN were estimated as 52.4% and 23.5%, respectively. This results explain why TN is difficult to remove by simple settling. This study indicates that a simple settling can provide effective method to remove significant amount of TSS and TP effectively and this can be used to protect urban river water quality.

A Study on Improving Installation Guideline of Facilities to Protect Groundwater Contamination: Applications of Packer Grouting to Contaminated Wells (지하수오염방지 시설기준의 개선에 관한 연구:지하수오염관정에의 팩커그라우팅 적용사례)

  • Choo, Chang-Oh;Ryu, Jong-Heum;Cho, Heuy Nam;Jeong, Gyo-Cheol
    • The Journal of Engineering Geology
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    • v.23 no.3
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    • pp.293-304
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    • 2013
  • Because the present groundwater law broadly regulates a simple and impractical guideline ignoring aquifer characters and geology, general purpose facilities for protection of groundwater contamination is still considered unsatisfactory to ensure groundwater resources. In recent, there have been growing attempts in the packer development as crucial techniques and devices for groundwater protection. This study investigated the application of packer grouting techniques to contaminated groundwaters of two well sites in the Andong and Yeongi areas, both of which revealed a satisfactory effect with improved water quality: 94% decrease in turbidity at the Andong area and 60% decrease in $NO_3$-N, respectively. Based on aquifer characters including geology, weathering depth, fracture pattern, hydraulic gradient, and the flow path of contaminants, the integrated properties of groundwater contamination should be evaluated and treated with the help of accurate analyses such as bore hole imaging and monitoring data. Packer grouting and casing on well to ensure the useful aquifer free of contaminant are expected to play important role in inhibiting the inflow of contaminants when adequately applied. Therefore it is concluded that these can serve as reliable tools in remediation and protection of contaminated groundwater as well as efficient utilization of groundwater.

A Study on Difference between Private Security and Private Investigation (민간경비업과 민간조사업의 차이점 연구)

  • Son, Dong-Woon;Jo, Sung-Gu;Kim, Dong-Je
    • Korean Security Journal
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    • no.39
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    • pp.295-317
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    • 2014
  • In advanced country, private investigation system is made up of private security and in domestic, there is growing need constantly to introduce private investigation but it is not passed until now in assembly so a messenger office which is run illegally is growing because of demand by subdividing business areas. That is a proof that both the police and private security don't meet demand of public peace to the public. that's why the police has own businesses like a investigation, traffic, intelligence, crime prevention and private security's business areas are limited like a facilities security, escort security, protection of a person, machine security, special security as the Private Security Act. This study attempts to know structural difference between private security system and private investigation system in case private investigation system becomes one of the private security. on some question, respondents reply like that private security and private investigation is very different(71.2%), different(22.4%), average(6.3%), similar(0.0%), very similar(0.0%). the result seems like respondents recognize private security and private investigation as different businesses. In the result of non-quantity analysis, the differences seem like a business character, expense, business scope, public power, scale of organization, object of threat, legislation. In domestic, effort to legislate private investigation system has undergone difficulty since congressman Ha Soon Bong's motion in 1999 and today, congressman Yoon Jae Ok's All Amendments Private Security Act and congressman Song Young Geun's Private Inveswtigation Act are pending in assembly. This study's result is intended for examining difference in exploration between private security and private investigation and then there is going to propose to the policy in case private investigation system is passed in assembly by amending Private Security Act like congressman Yoon Jea Ok's All Amendment Private Security Act.

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