• Title/Summary/Keyword: 주입시험

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Diffused Aeration System(DAS)을 이용한 지하수내 TCE 제거 효율 평가: 주입 공기량에 따른 제거효율 비교

  • Kim Jin-Hun;Park Seong-Min;Seok Hui-Jun;Kim Hyeong-Su
    • Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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    • 2006.04a
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    • pp.338-341
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    • 2006
  • 본 연구에서는 지하수내 TCE 농도가 높은 2개 지역을 선정하여 3회에 걸쳐 공기탈기법 시험을 실시하였다. 2개 지역의 지하수내 TCE 배경 농도는 각각 0.360, 0.317 mg/L이며 반응조에 주입된 공기는 각각 17.14, 44.78, 76.51 L/min의 비율로 주입하였다. 또한 반응조에서 배출되는 기체내의 TCE의 농도를 측정하기위해 PID(photo-ionization detector)를 장착하여 측정하였다. PID를 이용하여 배출되는 기체를 측정한 결과, TCE 농도는 $6{\sim}8$분만에 최고 농도로 배출되었고 시간이 지날수록 천천히 감소하는 형태를 나타내었다. 반응조내의 TCE 농도 변화는 공기 유입 속도에 따라 매우 큰 변화를 나타내었다. TCE가 17.14 L/min의 공기유입속도에서 160분 동안 64%, 44.78 L/min에서 135분 동안 93%, 76.51 L/min에서 120분 동안 95.3%가 제거되었다. 따라서 TCE를 제거하기 위한 DAS 기법은 공기의 주입비율에 따라 제거 속도의 큰 변화를 보였다.

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Hydrogen Delayed Fracture of Automotive Multi-Phase Sheet Steels by Hydrogen Charging Condition (수소주입에 따른 자동차용 복합조직강판의 지연파괴 거동)

  • Park, Jae-U;Gang, Gye-Myeong
    • Proceedings of the Korean Institute of Surface Engineering Conference
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    • 2013.05a
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    • pp.87-87
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    • 2013
  • 복합조직강의 미세조직제어를 통한 자동차용 고강도 강판재의 개발이 주요 연구과제로 있다. 하지만 고강도화에 따라 수소에 의한 지연파괴의 문제점이 있어, 이를 규명하고 해결하기 위한 많은 연구가 함께 이루어지고 있다. 본 연구에서는 연구, 개발되고 있는 복합조직강 중 DP강과 TRIP강의 수소취성에 미치는 미세조직의 영향을 분석하고, 수소주입조건에 따른 수소취성 및 지연파괴 거동에 대하여 조사하고자 하였다. 이를 위해 음극전기분해법을 이용, 주입수소량을 달리하여 주입수소가 복합조직강의 지연파괴에 미치는 영향을 분석하였다. Hydrogen determinator를 통해 시편 내 수소량을 측정하였고, 소형펀치시험에 의한 기계적물성 변화를 조사하였다. 또한 파단부위의 넓이와 깊이를 비교측정하였고, 파단면을 SEM으로 관찰하여 수소지연파괴 거동을 평가하고자 하였다.

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원자로 정지 관련 동적보상기의 응답시간 평가

  • 주운표;황희수;우숭웅;김건중
    • Proceedings of the Korean Nuclear Society Conference
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    • 1996.05a
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    • pp.309-314
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    • 1996
  • 가압 경수로형 원전 안전정지/ 안전 주입 변수와 관련된 계기는 관련 기술 기준에 따라 정기 보수시 교정이 이루어지면, 정지 신호를 모의 주입하여 물리량 검출기로 부터 원자로 정지집계 권선의 풀림시간까지의 총 응답 시간이 사고해석시 가정된 계통의 응답 지연시간이내에 들어 있는 지를 확인한다. 이 정지 신호에 응답하는 동적 보상기의 특성과 관련하여 설계과정에서 삽입된 근사화 오차에 대한 정략적인 평가가 이미 알려진 바 있고, 시간 응답 측정시 삽입되는 지연 요소로 인한 오차도 이에 포함시켜 분석한 바 있어 실제 교정시 정밀도 향상을 위하여 활용하고 있다. 이 논문을 통하여 원자로 정지계통의 응답시간 측정시 노 냉각수 평균 온도 변화율 동적 보상 미분-지연 카드에 모의입력으로 스텝신호를 주입할 경우, 이를 과도하게 큰 신호로 인식하여 매우 짧은 시간(1초 이내)에 응답되고, 스텝신호대신 1%P.U./초로 평균온도 변화율만을 주입할 경우, 보다 늦게 응답됨을 밝혔다. 따라서 모의 시험 방범에 있어서 입력 선택을 적합하게 하여야만 계통의 건전성을 응답시간으로 확인한 수 있는 데, 이에 적합한 모의 입력 방법을 제안하였다.

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A proposal and evaluation of a revised GIN method (수정 GIN 기법의 제안 및 검증)

  • Sagong, Myung;Park, Youngjin
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.23 no.3
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    • pp.151-165
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    • 2021
  • Grouting, which is applied for the increase of ground strength and the decrease of permeability, is complex process because of several reasons, so the process needs to be elaborated. Injection process in consideration of ground condition and optimization of grouting sequence is essential. In this study, GIN (Grouting Intensity Number), multiple of injected grout volume and pressure, is revised to consider injection pressure reduction and joint opening during grouting process. A revised GIN process is evaluated through a field test. A revised GIN, considering ground condition, injection pressure, follows GIN envelope and produces rational grouting process. The result of a revised GIN reduces permeability of the ground in the order of 10-1~10-2 cm/sec.

Electromagnetic and Thermal Information Utilization System to Improve The Success Rate of Laser Fault Injection Attack (레이저 오류 주입 공격 성공률 향상을 위한 전자파 및 열 정보 활용 시스템)

  • Mun, HyeWon;Ji, Jae-deok;Han, Dong-Guk
    • Journal of the Korea Institute of Information Security & Cryptology
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    • v.32 no.5
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    • pp.965-973
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    • 2022
  • As IoT(Internet of Things) devices become common, many algorithms have been developed to protect users' personal information. The laser fault injection attack that threatens those algorithms is a side-channel analysis that intentionally injects a laser beam to the outside of a device to acquire confidential information or abnormal privileges of the system. There are many studies to determine the timing of fault injection to reduce the number of necessary fault injections, but the location to inject faults is only repeatedly searched for the entire area of the device. However, when fault injection is performed in an algorithm-independent area, the attacker cannot obtain the intended faulted statement or attempt to bypass authentication, so finding areas vulnerable to fault injection and performing an attack is an important consideration in achieving a high attack success rate. In this paper, we show that a 100% attack success rate can be achieved by determining the vulnerable areas for fault injection by using electromagnetic and thermal information generated from the device's chip. Based on this, we propose an efficient fault injection attack system.

A Study on the Impermeability of Ground using N.D.S and S.M.I methods (N.D.S공법과 S.M.I공법을 이용한 지반차수 방법에 관한 연구)

  • Kim, Ji-Hwan;Kim, Joon-Jeong;Cho, Kook-Hwan
    • Journal of the Korean Society of Hazard Mitigation
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    • v.11 no.2
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    • pp.87-92
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    • 2011
  • This paper describes a study on the permeability reduction of the riverbed ground during urban railway tunnel construction. The research is mainly concentrated on the study of the grouting or injection methods among permeability reduction methods which can be adapted in the riverbed ground. The design technology of grouting methods considering the long term hydro-geological behaviour in the riverbed, was suggested. Two injection methods namely, Natural Durable Stabilizer (N.D.S) and Space-Multi Injection Grouting (S.M.I) methods, were introduced as new approach methods which could be adapted to modify the riverbed ground. In order to evaluate the performance of the improved ground by the N.D.S and S.M.I method, a series of pilot tests including the field and laboratory permeability tests, were carried out in the river crossing tunnel construction sites. The results obtained from pilot test program, were also reviewed. The results, the grouting efficiency of the S.M.I method using the non-alkalimeter silica sol is better than that of N.D.S method using cement. In addition, it is anticipated that the current research results are contributed to develop the grouting design technology.

Inspection Method Validation of Grouting Effect on an Agricultural Reservoir Dam (농업용 저수지 제체에서의 그라우팅 주입효과 확인방법의 검증)

  • Kim, Hyeong-Sin;Moon, Seong-Woo;Leem, Kookmook;Seo, Yong-Seok
    • The Journal of Engineering Geology
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    • v.31 no.3
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    • pp.381-393
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    • 2021
  • Physical, mechanical, hydraulic, and geophysical tests were applied to validate methods of inspecting the effectiveness of grouting on an agricultural reservoir dam. Data obtained from series of in situ and laboratory tests considered four stages: before grouting; during grouting; immediately after grouting; and after aging the grouting for 28 days. The results of SPT and triaxial tests, including the unit weight, compressive strength, friction angle, cohesion, and N-value, indicated the extent of ground improvement with respect to grout injection. However, they sometimes contained errors caused by ground heterogeneity. Hydraulic conductivity obtained from in situ variable head permeability testing is most suitable for identifying the effectiveness of grouting because the impermeability of the ground increased immediately after grouting. Electric resistivity surveying is useful for finding a saturated zone and a seepage pathway, and multichannel analysis of surface waves (MASW) is suitable for analyzing the effectiveness of grouting, as elastic velocity increases distinctly after grouting injection. MASW also allows calculation from the P- and S- wave velocities of dynamic properties (e.g., dynamic elastic modulus and dynamic Poisson's ratio), which can be used in the seismic design of dam structures.

Strength Development Mechanism of Inorganic Injection Material (무기질계 주입재의 강도발현 메커니즘)

  • Han, yunsu;Lee, Jonghwi;Kang, Hyoungnam;Baeg, Seungin;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • v.12 no.10
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    • pp.5-12
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    • 2011
  • Recently, NDS(Natural and Durable Stabilizer)method and other similar methods are composed of inorganic accelerating agent and the ultra-super fine cement have been studied as the ground improvement material in Korea. However, in the existing research, the chemical changing process of NDS in the strength development mechanism with the elapsed curing time and the principles of strength development did not give an explanation. For the popularization of the inorganic grout material, it determined that the mechanism verifying of the curing process had to be clearly preceded. Therefore, unconfined compression test, SEM and XRD analysis were performed by the elapsed curing time and were analyzed. In addition, the same trial for SGR method, that is the representative example of the water glass grout material, was selected as comparative target in order to distinguish properties of NDS more clearly. The result of experiment, the strength development mechanism of NDS could be investigated through the close correlation of the unconfined compression strength - SEM - XRD analysis, and excellence of a performance was confirmed.

A Study on Automatic Test Equipment Validation in the Realm of Defense (국방 분야 자동화시험장비 유효성 확인 방안에 관한 연구)

  • Pak, Se-Jin
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.21 no.9
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    • pp.144-150
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    • 2020
  • This study examined the current status of ATE in the development stage of the domestic guided weapons field, including the re-establishment of automatic test equipment (ATE), and attempted to develop methods to verify the validity of ATE in the defense sector. This study includes methods for confirming the repeatability and reproducibility of newly manufactured or replaced ATE. An error injection test is required for validation in the development phase. And pre-inspection steps are required for validation. When developing ATE, the use of an international standard testing script language ensures efficient validation and SW reliability. This ensures interoperability between the main and test equipment, and the tester can secure a test system platform that supports standardized testing methods, which is considered to be effective in validating specific ATE for each weapon system.

Drilling and Completion of CO2 Injection Well in the Offshore Pohang Basin, Yeongil Bay (포항분지 해상 CO2 주입정 시추 완결 및 구축)

  • Won, Kyoung-Sik;Lee, Dae-Sung;Kim, Sang-Jun;Choi, Seong-Do
    • The Journal of Engineering Geology
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    • v.28 no.2
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    • pp.193-206
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    • 2018
  • In this study, as part of the "Small-scale $CO_2$ Injection-Demonstration Project in Offshore Pohang Basin", we performed drilling and completion of a $CO_2$ injection well from the offshore platform installed in the Yeongil Bay, Pohang city, Gyeongsang buk-do. The drilling of injection well was carried out from an offshore platform installing on the sediment formations of the Pohang Basin. Drilling diameters were reduced by stages, depending on the formation pressure and groundwater pressure along a depth and the casing installation and cement grouting in drilled hole were performed at each stage. The injection well was drilled to a final depth of 816.5 m with a hole diameter of 4 7/8 inches (${\Phi}124mm$) and the perforated casing for an injection section was installed in a depth of 746.5~816.5 m. Injection tubing, packer, and christmas tree were installed for the completion of an injection well for $CO_2$. The validation project of the $CO_2$ injection was accomplished successfully by drilling the injection well and installing the injection facilities, and through the suitable $CO_2$ injection process. The current injection facility is a facility for small-scale injection demonstration of 100 tons. In the case of large-scale demonstration facility test of a capacity of 10,000 tons, research is underway through the upgrading of the injection facilities.