• 제목/요약/키워드: Site assessment test

검색결과 220건 처리시간 0.026초

환경영향평가와 사후환경조사의 비교에 관한 연구 - 태안화력발전소 사례분석 - (The Study on the Improvement of Environmental Assessment Method through Analysis of Environmental Investigation Results of Taean Thermal Power Plant)

  • 전상기;이성철
    • 환경영향평가
    • /
    • 제9권1호
    • /
    • pp.61-74
    • /
    • 2000
  • This study compares the results of environmental impact assessment with the results of post-environmental investigation, using the case of Taean thermal power plant construction. The atmospheric and water qualities were not greatly changed before and after the construction of the power plant. However, the site of the highest concentration predicted by the atmospheric quality modeling in environmental impact assessment was different from that after operation of 4 power plants. There was also a difference in the diffusion range of thermal discharge water between the measured result(1km) and the predicted value(1.5km) with the model. Thus, environmental impact evaluation should be based on long-term (more than a year) environmental monitoring data. For the modeling of atmospheric quality and numerical thermal discharge water diffusion, appropriate models for each plant should be selected and the numerical modeling should be accompanied by computer simulation, wind tunnel test, etc. Moreover, environmental evaluation should focus more on the degree of impact on surroundings than the prediction of changes in surroundings caused by operation of plants.

  • PDF

Assessment of a concrete arch bridge using static and dynamic load tests

  • Caglayan, B. Ozden;Ozakgul, Kadir;Tezer, Ovunc
    • Structural Engineering and Mechanics
    • /
    • 제41권1호
    • /
    • pp.83-94
    • /
    • 2012
  • Assessment of a monumental concrete arch bridge with a total length of 210 meters having three major spans of 30 meters and a height of 65 meters, which is located in an earthquake-prone region in southern part of the country is presented in this study. Three-dimensional finite element model of the bridge was generated using a commercially available general finite element analysis software and based on the outcomes of a series of in-depth acceleration measurements that were conducted on-site, the model was refined. By using the structural parameters obtained from the dynamic and the static tests, calibrated model of the bridge structure was obtained and this model was used for necessary calculations regarding structural assessment and evaluation.

건설공사의 위험도분석을 위한 확률적 위험도 평가 (Probabilistic Risk Assessment Techniques for the Risk Analysis of Construction Projects)

  • 조효남;임종권;박영빈
    • 한국전산구조공학회:학술대회논문집
    • /
    • 한국전산구조공학회 1997년도 봄 학술발표회 논문집
    • /
    • pp.27-34
    • /
    • 1997
  • In this paper, systematic and comprehensive approaches are suggested for the application of quantitative PRA techniques especially for those risk events that cannot be easily evaluated quantitatively In addition, dominant risk events are identified based on their occurrence frequency assessed by both actual survey of construction site conditions and the statistical data related with the probable accidents. Practical FTA(Fault Tree Analysis) and ETA(Event Tree Analysis) models are used for the assessment of the identified risks. When the risk events are lack of statistical data, appropriate Bayesian models incorporating engineering judgement and test results are also introduced in this paper. Moreover, a fuzzy probability technique is used for the quantitative risk assessment of those risk components which are difficult to evaluate quantitatively.

  • PDF

현장궤도 생력화를 위한 도상구조 개선에 관한 연구 (A Study on On-Site Railroad Track Structure Performance Improvement Methods for Low-Maintenance)

  • 양재성;이희현;남보현
    • 한국철도학회:학술대회논문집
    • /
    • 한국철도학회 2000년도 춘계학술대회 논문집
    • /
    • pp.479-486
    • /
    • 2000
  • 최근에 철도분야에서는 철도차단시간을 최소화하는 상태에서 현장케도의 동적성능을 향상시키고자하는 노력이 지속되어 왔다. 본 연구에서는 철도케도의 거동 및 동특성규명을 위해 운행선 궤도를 대상으로 도상안정제 살포 전ㆍ후 열차주행시험, 횡저항력시험 및 정ㆍ동적해석을 실시하였다. 이들 결과를 토대로 도상안정제의 효과를 확인하였으며, 아울러 궤도상태를 나타내는 궤도계수 산출을 위한 도표와 도상궤도 구성요소의 진동 및 하부구조로 전달되는 분포력 저감방안을 제시하였다. 본 연구에서 제시되는 결과는 향후 궤도상태판정 및 유지관리를 위한 기초자료로서 널리 이용될 수 있을 것으로 판단되었다.

  • PDF

전자파 차폐도어용 힌지의 가속 수명 시험법 설계 (Accelerated Life Test Design of an Electromagnetic Shielding Door Hinge)

  • 김도식;정한영
    • 대한기계학회논문집A
    • /
    • 제41권9호
    • /
    • pp.887-895
    • /
    • 2017
  • 본 논문에서는 일반적으로 문틀과 문짝을 연결하여 개폐시 작동하는 부품인 힌지의 가속수명시험법에 대한 연구이다. 힌지는 사용하는 용도에 따라 구조와 고장모드가 상이하며 본 연구에서는 전자파 차폐시설에 사용되는 개폐장치 구성품 중 하나인 힌지에 대해서 고장모드를 분석하고 현장작동조건에서의 이론적 검증과 시험장비에 대한 타당성을 분석하였다. 그리고 형상모수와 가속지수의 추정을 통한 특성수명 예측을 위한 가속수명시험법을 설계하였다.

국내종 물벼룩 Simocephalus mixtus에 의한 습지퇴적물 독성도 측정 (Toxicity test of wetland sediments by Simocephalus mixtus)

  • 이찬원;권영택;윤종섭;문성원
    • 한국환경과학회지
    • /
    • 제11권9호
    • /
    • pp.851-855
    • /
    • 2002
  • A comparison of Daphnia magna, Ceriodaphnia dubia and Simocephalus mixtus toxicity test was performed to study the relative sensitivities and discrimination abilities with both pore and elutriate water of Woopo wetland sediments. Sediment risk assessment has been done by standardized preparation method of pore and elutriate water described in the joint US EPA-US Army Crops of Engineers manual. Simocephalus mixtus which was obtained from Woopo wetlands in Korea was cultured and applied to sediment toxicity test. Water quality in Woopo wetland had great site and seasonal variations. S. mixtus was more sensitive than D. magna in heavy metal toxicity test. The toxicity results with S. mixtus reflected the water quality of elutriate and pore water. The results also suggested that S. mixtus could be used as a test organism in estimating potential risk of contaminated sediments.

발파진동에 대한 인접한 지상 저장탱크의 안정성 평가 (Stability Assessment of an Adjacent Ground Storage Tank by Blast-induced Vibration)

  • 정용훈;이정인;최용근
    • 한국소음진동공학회논문집
    • /
    • 제16권1호
    • /
    • pp.19-26
    • /
    • 2006
  • The test blasts were carried out by detonating some single blastholes at two upper sites of the underground storage cavern for the crude oil. One was performed at the entrance site of the construction tunnel and the other at the middle area of the underground storage cavern. Based on the blast-induced nitration measured by the test blasts, we suggested the propagation equations of blasting vibration that were capable of estimating the peak particle velocity. In addition, in order to assess the stability of the adjacent ground storage tank, we did the frequency analysis and the response spectrum analysis with the particle velocity-time history and the particle acceleration-time history that were measured by the test blast carried out on the entrance site of the construction tunnel. In result, it was predicted that the displacement on the highest part of the tank shell was less than the allowable displacement.

발파진동에 대한 구조물 안정성 평가 - 지하비축기지 건설 사례 (A Case Study on the Stability Assessment of Structures by Blast-induced Vibration)

  • 이정인;최용근;정용훈
    • 한국소음진동공학회:학술대회논문집
    • /
    • 한국소음진동공학회 2005년도 추계학술대회논문집
    • /
    • pp.479-484
    • /
    • 2005
  • The test blasts were carried out by detonating some single blastholes at two upper sites of the underground storage cavern the crude oil. One was performed at the entrance site of the construction tunnel and the other at the middle part of the underground storage cavern. Based on the blast-induced vibration measured by the test blasts, we suggested the propagation equations of blasting vibration that were capable of estimating the peak particle velocity. In addition, in order to assess the stability of the nearest ground storage tank, we did the frequency analysis and the response spectrum analysis with the particle velocity-time history and the particle acceleration-time history that were measured by the test blast carried out on the entrance site of the construction tunnel. In result, it was predicted that the displacement on the highest part of the tank shell was less than the allowable displacement.

  • PDF

영산강 수계의 비점오염원에 관한 연구 I - 토지이용 및 강우를 중심으로 - (Non-Point Source Pollutions of the Youngsan River Basins I - The Method of Land-Use Types and Rainfall -)

  • 차진명;신성의;차규석
    • 환경영향평가
    • /
    • 제8권1호
    • /
    • pp.41-49
    • /
    • 1999
  • This study was carried out to estimate the runoff loading characteristics of the non-point source pollutions in the Youngsan river basins by the method of land-use types and rainfall. The lysimeter test, rainfall and stream flowmeter measurement were performed to develop the pollutant loading unit discharged from the non-point sources. As the non-point sources, the unit pollutant discharge rates were different from the land-use types such as paddy field, upland, forest, housing site and others. The pollutant loading units classified by land-use types in the Youngsan river basins are as follows: The total BOD loading rate is 15.3 ton/day and the housing site is discharged 50.6%, the total T-N loading rate is 6.0 ton/day and the paddy field and upland is discharged 77.6%, and the total T-P loading rate is 0.39 ton/day and the paddy field and upland is discharged 81.2%. The pollutant loadings by rainfall in the Youngsan river basins are about 7,425 ton/year of BOD, 324 ton/year of T-N and 118 ton/year of T-P, respectively.

  • PDF

자동차 냉각기 고무호스의 가속 노화거동 평가 (Characteristic Accelerated Aging Assessment for Coolant Rubber Hose of Automotive Radiator)

  • 곽승범;최낙삼;강봉성;신세문
    • 한국신뢰성학회:학술대회논문집
    • /
    • 한국신뢰성학회 2006년도 학술발표대회 논문집
    • /
    • pp.27-31
    • /
    • 2006
  • Rubber hoses for automobile radiators are apt to degraded and thus failed due to the influence of contacting stresses of air and coolant liquid under thermal and mechanical loadings. The aging behaviors of the skin part of the hoses due to thermo-oxidative and electro-chemical stresses were experimentally analyzed. Through the thermo-oxidative aging test, it was shown that the surface hardness IRHD(International Rubber Hardness Degrees) of the rubber increased with a considerable reduction of failure strain as the aging time and temperature were large. On account of the penetration of coolant liquid into the skin part the weight of rubber specimens influenced by electro-chemical degradation (ECD) test increased, whereas their failure strain and IRHD hardness decreased. The hardness decreased further as the test site on the hose skin approached to the negative pole.

  • PDF