• Title/Summary/Keyword: 안전성 등급

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Estimation of National Loss Expenses to Insufficient Safety Inspection and Precision Safety Diagnosis (부실 정밀점검 및 정밀안전진단의 국가적 손실비용 추정)

  • Ha, Myung-Ho;Park, Jong-Sup
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.14 no.6
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    • pp.246-253
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    • 2010
  • National major facilities have been rigorously investigated using regular safety inspections and precision safety diagnosis since the Special Law for Facilities Safety Management was made in 1995. However, the process of safety inspection and precision safety diagnosis could be doubted due to intervention of facility owner for safety level evaluation, competition to obtain low price order, and low technical skills of inspection companies. Although the management processes for evaluating the inspection companies were used for several years, the process should continue to improve in the safety inspection field. This study analyzed the recent evaluation system and the ratios of insufficient inspection. Estimation of national loss expenses to the insufficient safety inspection was investigated to recognize the necessity for the improvement of facility inspection process and evaluation system.

국방대학교 교육생 계란집하공장 방문-조인(주)

  • Jang, Seong-Yeong
    • KOREAN POULTRY JOURNAL
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    • v.38 no.11 s.445
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    • pp.146-149
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    • 2006
  • 2006년도 9월에 조사된 가축통계에 따르면 국내 산란계 사육수수는 5,500만수로 국내 1인당 산란계 1마리 이상이 사육되고 있다. 하루 1개의 알이 생산되고, 국내 수출입되는 물량을 배제한다면 1인당 하루 1개의 계란을 섭취할 수 있는 양이다. 소비자들은 계란이 인류가 발견한 최고의 완전식품으로 50g의 고단백 영양덩어리라고 잘 알고있다. 하지만, 2003년 조류인플루엔자의 발생으로 당시 계란의 오염 가능성을 제기하면서 생산에 비해 소비가 떨어지는 추세가 나타나고 있으며, 언론을 통해 계란의 안전성 문제가 자주 제기되고 있는 실정이다. 이와 관련하여 본회에서는 계란에 대한 잘못된 오해를 풀고자 국방대학교 안보과정 교육생 일행을 초청해 조인(주)의 Grade Packing Center(등급포장센터)를 방문하여 농장에서 생산된 계란이 어떻게 위생적으로 포장납품되는지를 둘러보는 기회를 마련하였다.

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Retrofit of Safety Class 1E Emergency Diesel Generator in Nuclear Power Plant (원자력발전소 안전 등급 1E 비상디젤발전기 리트로피트 (Retrofit))

  • Kim, Chul-Hyo;Chang, Choong-Koo
    • Proceedings of the KIEE Conference
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    • 2015.07a
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    • pp.689-690
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    • 2015
  • 국내 최초 원전인 고리1호기는 지난 2007년 30년의 운전수명을 마친 뒤 정부의 안전점검을 거쳐 10년간 연장운전에 들어갔다. 이 과정에서 원전의 비상 전원 계통 신뢰성 확보를 위해 설계수명을 초과한 35년 된 노후 비상디젤발전기(Emergency Diesel Generator, 이하 EDG)를 지난 2013년 4월부터 9월까지 약 6개월에 걸쳐 교체하게 되었으며, 국내 원전 EDG 총 42대 중 18대가 20년 넘게 운영되고 있고, 2025년까지 고리 1호기를 후속으로 월성1호기, 고리2호기, 고리3호기, 고리4호기, 한빛1호기 순으로 40년 승인된 운전 인허가 기간이 만료된다.[1]. 본 연구에서, Class 1E EDG 교체 시 신규 EDG 설계기준, 용량결정, 해석 및 평가에 대한 기술적 방법들을 고리1호기의 사례를 통해 고찰하였다.

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Equipment Qualification of a Safety-related Large Induction Motor for Nuclear Power Plants (원자력발전소 안전등급 대형유도전동기의 기기검증)

  • Ko, W.S.;Kim, J.;Hur, I.G.;Choi, B.W.
    • Proceedings of the KSME Conference
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    • 2000.11a
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    • pp.498-503
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    • 2000
  • A safety-related equipment for use in Nuclear Power Plant should be needed an Equipment Qualification. This paper presents the approach, methods, philosophies, and procedures for qualifying the large squirrel-cage induction electric pump motors for use in ULCHIN 5&6 Nuclear Power Plants. In this paper, the method of qualification is a combination of type test and analysis method, which is composed of Radiation exposure test, Seismic simulation test, Thermal aging analysis for non-metallic materials and Seismic analysis. It is found that the motor performs its safety function with no failure mechanism under postulated service conditions.

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Development and Application of Vulnerability Analysis Index for River Levee (하천 제방의 취약성 분석 지수 개발 및 적용)

  • Lee, Hoosang;Lee, Jaejoon
    • Journal of Wetlands Research
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    • v.21 no.spc
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    • pp.134-140
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    • 2019
  • In this study, we propose a new method for evaluating the vulnerability to flooding river levee. The purpose of this study is to examine how to apply the factors necessary to calculate the proposed levee flood index. To do this, the safety flood level was analyzed by applying the planned flood level. The levee flood vulnerabilities index was calculated based on seven factors such as freeboard, levee crown section, levee section ratio, safety factor, raised spot length, Seepage line change degree, and critical velocity. The Levee Flood Vulnerability Index(LFVI) of the levee developed in this study was used to levee vulnerability analysis. The results of the analysis were divided into 1 to 7 grades using Levee Flood Vulnerability Index(LFVI).

Safety evaluation of livestock feed by-product fermentation storage tank sweep auger through structural analysis (구조해석을 통한 축산 사료용 부산물 발효 저장탱크 스위프오거의 안전성 평가)

  • Kim, Jun Hee;Woo, Seung Min;Dooyum, Uyeh Daniel;Lee, Dong Hyun;Ha, Yu Shin
    • Proceedings of the Korean Society for Agricultural Machinery Conference
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    • 2017.04a
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    • pp.73-73
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    • 2017
  • 가축의 영양소 요구량 유지, 비육, 증체, 생산, 번식, 계절환경에 따라 달라지는 변동요인을 감안하여 하루 동안에 필요로 하는 영양소 요구량을 충족하도록 여러 종류의 사료를 혼합한 TMR(Total Mixed Ration)사료의 중요성이 커지고 있다. 이에 가축의 생산성 향상(등급 향상)과 축산농가의 영농비용 절감, 생력화를 위해 범용적으로 사용가능한 TMR플랜트의 개발이 반드시 필요하다. 본 연구에서는 사료비절감을 위한 식품부산물 발효탱크의 개발을 통해 발효탱크 밑 부분을 구성하고 있는 스위프오거와 이를 고정하면서 Z축으로 회전하는 고정부를 대상으로 하여 시각화 할 수 있는 FEM 시뮬레이션 기법을 이용하여 작업 중 적용되는 하중에 대해 충분한 구조 안전성을 가지고 있는지 해석하였다. 스위프오거의 재질은 SM45C, 작용하는 하중은 감속기의 출력량, RPM을 이용하여 토크 값을 구하고 조사료와 부산물사료가 포함된 TMR사료의 무게와 스위프오거의 단면적을 이용하여 압력 값을 도출하였다. 하지만 부산물사료가 발효되면서 저장탱크를 통해 배출되기 때문에 전체 사료 무게가 줄어 스위프오거에 작용하는 압력 또한 작아지는 것을 확인하였다. 이에 본 연구에서는 저장탱크에서 TMR사료가 배출되기 직전의 가장 높은 압력 상태를 가정하였다. 이 가정을 통해 토크 값은 $1.4N{\cdot}m$, 압력 값은 43 Mpa으로 나타났고 이를 바탕으로 구조해석을 진행하였다. 그 결과 스위프오거는 고정단 부근에서 최대 폰 미세스 응력 310 Mpa이 발생하여 구조적으로 가장 취약한 것으로 나타났다. 하지만 이는 SM45C의 항복강도인 343 Mpa 보다 낮아 안전한 것으로 분석된다. 또한 사료가 배출되면서 스위프오거에 작용하는 압력이 작아져 폰 미세스 응력도 작아지는 것으로 나타났다.

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SVC and CAS Combining Scheme for Support Multi-Device Watching Environment (다중기기 시청환경을 지원하기 위한 SVC와 CAS 결합 기법)

  • Son, Junggab;Oh, Heekuck;Kim, SangJin
    • Journal of the Korea Institute of Information Security & Cryptology
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    • v.23 no.6
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    • pp.1111-1120
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    • 2013
  • CAS used in IPTV or DTV has an environment of sending single type of contents through single streaming. But it can be improved to support users' various video applications through single streaming by combining with SVC. For such an environment, efficiency should be firstly considered, and hierarchical key management methods for billing policy by service levels should be applied. This study aims to look into considerations to apply SVC to CAS and propose SVC encryption in CAS environment. The security of the proposed scheme is based on the safety of CAS and oneway hash function. If the proposed scheme is applied, scalability can be efficiently provided even in the encrypted contents and it is possible to bill users according to picture quality. In addition, the test results show that SVC contents given by streaming service with the average less than 10%overhead can be safely protected against illegal uses.

Water Management Plan for the Nakdong River Using TOC and COD (총유기탄소와 화학적산소요구량을 이용한 낙동강 물관리 방안)

  • Bo Eun Kim;Meea Kang;Gyo-Cheol Jeong
    • The Journal of Engineering Geology
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    • v.33 no.1
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    • pp.51-59
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    • 2023
  • The Nakdong river is both a natural resource crucial to underwater ecosystems and a water source for its basin's residents. Industrial wastewater and domestic sewage must meet the relevant standards for discharged water before they can flow into the river. The correlation between old and new measures of organic matter was examined using water quality data from 50 monitoring locations in the main stream of the Nakdong river. The coefficient of determination (R2) for total organic carbon (TOC), the new measure of organic matter, and chemical oxygen demand (COD), the old measure of organic matter, in the main stream of the Nakdong river was 0.6134, indicating high correlation. Water quality at each location assessed using TOC and COD showed disparities that cannot be ignored: quality appeared higher when evaluating the main stream of the Nakdong river using TOC instead of COD. Therefore, there remains a need to review water quality ratings based on TOC; continuous monitoring of COD is also required. In addition, the cause of the difference should be clearly identified to help assess artificial sources of pollution and natural factors affecting organic matter. Water management of the Nakdong river will then be possible using the water quality rating.

Development of maintenance cost estimation method considering bridge performance changes (교량 성능변화를 고려한 유지관리비용 추계분석 방법 개발)

  • Sun, Jong-Wan;Lee, Huseok;Park, Kyung-Hoon
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.12
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    • pp.717-724
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    • 2018
  • To prepare for the explosive increase in maintenance costs of bridges according to the aging of infrastructure, future maintenance costs of bridges should be predicted. For this purpose, the management status of bridges was investigated and modeled as the upper limit of the performance level and the target management level according to the life cycle. This paper proposes methodologies and procedures for estimating the bridge maintenance costs using two models and existing cost and performance prediction models that consist of unit repair cost model according to the safety score, performance degradation model of bridges, unit reconstruction cost, and average reconstruction time. To verify the applicability, future maintenance costs can be forecasted for specific management agency considering the number of bridges, degree of aging, and current management status. As a result, it is possible to obtain the maintenance cost and safety level of an individual bridge level for each year. In addition, by summing them up to the agency level, the average safety score, ratio of the safety level, inspection costs, repair costs, and reconstruction costs can be obtained. In a further study, the changes in maintenance costs can be analyzed according to the changes in the target management levels using the developed method. The optimal management level can be suggested by reviewing the results.

A Study on Fatigue Safety Estimation of Cross Frame of Suspension Bridge(I) - Estimation by Nominal Stress - (현수교 횡프레임의 피로안전성 평가에 관한 연구(I) - 공칭응력에 의한 평가 -)

  • Kyung, Kab Soo;Jeon, Jun Chang;Su, Seok Ku;Yong, Hwan Sun
    • Journal of Korean Society of Steel Construction
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    • v.11 no.4 s.41
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    • pp.397-407
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    • 1999
  • In this paper, the fatigue safety in the suspension bridge is investigated by using nominal and variable stress, respectively. The technique on structural modeling and the fatigue evaluation using nominal stress are mainly dealt with in this paper. To make the finite element analysis model reflecting the actual structural behavior of the suspension bridge with cross frame, the parametric study is carried out. In this study, the influence of supporting condition. the difference of the results of 2- and 3-D analysis and the number of cross frames modelled in are considered. The nominal stress under the real traffic flow of the bridge is calculated by the combination of the stresses due to the unit DB-24 loading. The nominal stresses for details under consideration are compared with allowable stress ranges specified in the codes and the results are discussed.

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