• 제목/요약/키워드: on-site testing

검색결과 453건 처리시간 0.033초

컬러 성분 에지 기울기 검출 필터링을 이용한 디모자이킹 알고리즘 (Demosaicing Algorithm by Gradient Edge Detection Filtering on Color Component)

  • 전광길;정태영;김동형;김승종;정제창
    • 한국통신학회논문지
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    • 제34권12C호
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    • pp.1138-1146
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    • 2009
  • 단일 영상 센서를 사용하는 디지털 카메라에서 컬러 영상은 3개의 R, G, B 프레임으로 나뉘는데, 복원할 때에는 컬러 보간 과정을 이용하여 풀(full) 해상도 영상을 획득한다. 따라서 베이어 패턴(Bayer’s pattern)과 같은 컬러 필터 어레이(CFA : Color Filter Array)를 통과하는 풀 해상도 컬러영상을 복원하는 과제는 소실된 컬러 요소에 대한 보간 기법과 관련이 있다. 본 논문에서는 모자이크 영상으로부터 정확한 에지 기울기 정보를 추출하기 위한 새로운 필터링 방법을 이용한 디모자이킹 알고리즘을 소개한다. 기존의 알고리즘은 G성분 값을 먼저 보간 후, R과 B성분 값을 보간하는 방식을 취하지만, 본 논문에서 제안하는 알고리즘은 휘도(luminance; L) 정보를 먼저 예측한 후, G와 R, B성분 값을 구한다. 이렇게 얻어진 컬러 성분 값들을 이용해 각각의 에지 방향들이 가지는 가중치를 구하고 가중치들의 합을 이용하여 컬러 보간을 수행한다. 24개의 테스트 영상을 이용하여 기존의 디모자이킹 알고리즘과 제안한 알고리즘을 비교하였으며, 제안한 알고리즘이 화질이 우수함을 입증하였다.

선구조와 지하 투과 레이더를 이용한 지하공동구 위치 해석 (The Analysis of Underground Utility Tunnel Positions using Lineament and GPR)

  • 장호식;서동주
    • 한국지리정보학회지
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    • 제9권4호
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    • pp.142-150
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    • 2006
  • 최근 토목시공 현장에서는 사면안정 및 보강공사를 하기 위한 앵커 및 굴착작업 도중에 일부 구간에서 지하 공동구가 발견되어 현장애로 사항이 발생되고 있다. 본 연구에서는 이들의 문제점을 사전에 미리 파악하고자 비파괴 물리검사인 지하 투과 레이다 탐사방법을 적용하여 지하공동구의 위치를 파악하는데 목적을 두었으며, 또한 입지적인 환경인 지질상태를 이해하기 위해 선구조 분석을 병행하였다. 먼저 입지분석에 의하여 연구 대상 지역의 지질상태를 파악할 수 있었고, 이를 기초로 하여 지하 투과 레이다 탐사 결과, 소규모 및 대규모의 지하 공동구 및 이상대의 위치와 규모를 파악할 수 있었다. 향후, 이와 같은 방법을 적용하여 시공현장에서 조사 및 설계에 대한 효율적인 시공방법과 유지관리를 수행하기 위한 접근 가능한 방법이라 판단된다.

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Integration of Laser Scanning and Three-dimensional Models in the Legal Process Following an Industrial Accident

  • Eyre, Matthew;Foster, Patrick;Speake, Georgina;Coggan, John
    • Safety and Health at Work
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    • 제8권3호
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    • pp.306-314
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    • 2017
  • Background: In order to obtain a deeper understanding of an incident, it needs to be investigated to "peel back the layers" and examine both immediate and underlying failures that contributed to the event itself. One of the key elements of an effective accident investigation is recording the scene for future reference. In recent years, however, there have been major advances in survey technology, which have provided the ability to capture scenes in three dimension to an unprecedented level of detail, using laser scanners. Methods: A case study involving a fatal incident was surveyed using three-dimensional laser scanning, and subsequently recreated through virtual and physical models. The created models were then utilized in both accident investigation and legal process, to explore the technologies used in this setting. Results: Benefits include explanation of the event and environment, incident reconstruction, preservation of evidence, reducing the need for site visits, and testing of theories. Drawbacks include limited technology within courtrooms, confusion caused by models, cost, and personal interpretation and acceptance in the data. Conclusion: Laser scanning surveys can be of considerable use in jury trials, for example, in case the location supports the use of a high-definition survey, or an object has to be altered after the accident and it has a specific influence on the case and needs to be recorded. However, consideration has to be made in its application and to ensure a fair trial, with emphasis being placed on the facts of the case and personal interpretation controlled.

전리방사선 노출과 관리 (Exposure Assessment and Management of Ionizing Radiation)

  • 정은교;김갑배;송세욱
    • 한국산업보건학회지
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    • 제25권1호
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    • pp.27-35
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    • 2015
  • Objectives: To investigate safety and health management, conditions in factories or facilities handling radiation-generating devices and radioactive isotopes were reviewed in terms of regulations of radiation safety control in Korea. Radiation exposure levels generated at those facilities were directly measured and evaluated for establishing an effective safety and health management plan. Methods: Government organizations with laws and systems of radiation safety and health were investigated and compared. There are three laws governing radiation-related employment such as occupational safety and health acts, nuclear safety acts, and medical service acts. We inspected 12 workplaces as research objects:four workplaces that manufacture and assemble semiconductor devices, three non-destructive inspection workplaces that perform inspections on radiation penetration, and five workplaces in textile and tire manufacturing. Monitoring of radiation exposure was performed through two methods. Spatial and surface monitoring using real-time radiation instruments was performed on each site handling radiation generating devices and radioactive isotopes in order to identify radiation leakage. Results: According to the occupational safety and health act, there is no legal obligation to measure ionizing radiation and set dose limits. This can cause confusion in the application of the laws, because the scopes and contents are different from each other. Surface dose rates in radiation generating devices such as implanters, thickness gages and accelerators, which were registered according to nuclear safety acts, using surveymeters, and seven of 36 facilities(19.4%) exceeded the international standards for surface radiation dose of $10{\mu}Sv/hr$. Conclusions: The results showed that occupational health and safety acts require a separate provision for measuring and assessing the radiation exposure of workers performing radiation work. Like noise, ionizing radiation will also periodically be controlled by including it in the object factors of work-environment measurement.

표면파시험과 공진주시험을 이용한 사질토지반 개량평가 시스템의 개발 (Evaluation Technique of Ground Densification on Sand Deposit using SASW and Resonant Column Tests)

  • 김동수;박형춘;김성인
    • 한국지반공학회논문집
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    • 제15권1호
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    • pp.41-52
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    • 1999
  • 다짐 전.후의 지반개량정도와 개량깊이를 평가하기 위하여 일반적으로 SPT와 CPT가 많이 사용된다. 두 방법 모두 일점시험으로서 대규모 현장에서 사용될 경우 매우 많은 시간을 필요로 하며, 지반종류와 실험 숙련도에 따라 시험결과가 영향을 받는다. 본 논문에서는 표면파시험과 공진주시험결과를 결합하여 다짐 전.후의 지반개량정도와 개량깊이를 평가하는 방법을 제안하였다. 표면파 시험은 다짐 전.후의 지반의 전단파속도주상도를 회득하는데 사용되며, 공진주시험은 단일상관관계를 가지는 정규다짐 화된 전단파속도와 밀도와의 관계를 결정하는데 사용된다. 마지막으로 제안된 방법의 타당성을 검증하기 위하여 영종도(인천)국제공항 건설현장에서 제안된 평가절차에 따라 표면파시험결과와 공진주시험결과로부터 깊이별 개량정도를 추정하였으며, 이로부터 제안된 방법의 현장적용 가능성을 확인할 수 있었다.

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비파괴 밀도시험을 통한 아스팔트 콘크리트의 공극률 추정 연구 (Estimation of Air Voids of Asphalt Concrete Using Non-destructive Density Testing)

  • 나일호;이성진;윤지현;김광우
    • 한국농공학회논문집
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    • 제60권6호
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    • pp.111-119
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    • 2018
  • The air-void is known to be one of the influencing factors for estimating long-term performance of asphalt concrete. Most of all, confirming air void or density of pavement layer is important for quality control of field compaction level of asphalt concrete pavement. In this study, a non-nuclear type non-destructive density gage (NDDG) was used to estimate compacted air-voids of asphalt pavement as a non-destructive test method. Asphalt concrete slab specimens were prepared using 6 types of asphalt mixes in laboratory (lab) for lab NDDG test. Four different base structure materials were used to find out if there were any differences due to the type of base structure materials. The actual air-voids and NDDG air-voids were measured from 6 asphalt concrete slabs. Four sections of field asphalt pavements were tested using the NDDG, and actual air voids were also measured from field cores taken from the site where the NDDG air-void was measured. From lab and field experimental tests, it was found that the air-voids obtained by NDDG were not the same as the actual air-voids measured from the asphalt concrete specimen. However, it was possible to estimate air voids based on the relationship obtained from regression analysis between actual and NDDG air voids. The predicted air-voids based on the NDDG air-voids obtained from 50mm depth were found to be reliable levels with $R^2{\fallingdotseq}0.9$. Therefore, it was concluded that the air-voids obtained from NDDG could be used to estimate actual air-voids in the field asphalt pavement with a relatively high coefficient of determination.

Epidemiologic Survey of Infantile Cancer in Iran based on the Data of the Largest Pediatric Cancer Referral Center (Ali-Asghar Children Hospital), 1996-2005

  • Bahoush-Mehdiabadi, Gholamreza;Habibi, Roshanak;Shariftabrizi, Ahmad;Vossough, Parvaneh
    • Asian Pacific Journal of Cancer Prevention
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    • 제15권3호
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    • pp.1211-1217
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    • 2014
  • Background: Cancer in infants younger than one year of age represents a unique problem with distinct epidemiological, clinical and genetic characteristics compared with older age groups. No report is yet available from Iran regarding epidemiological and survival rate of cancers diagnosed in this age group. Materials and Methods: The population under study comprised of patients which were diagnosed and admitted to Ali-Asghar hospital between years 1996-2005. In total, 287 infants were included in the retrospective descriptive survey. Patient files were evaluated for age of patient at the time of diagnosis, sex, geographical residence, consanguinity of parents, histological diagnosis, site of cancer involvement, type of therapy, date of last follow-up and cause of death (if applicable). Results: The average age at the time of diagnosis was 7.2 months old. The most frequent malignancy was retinoblastoma (44%), followed by leukemia (19%) and neuroblastoma (10%), with five-year overall survival rates of 77.7%, 41% and 90%, respectively Parents of 40 infants (13.9%) had consanguinity relationships. Conclusions: Although we cannot make any conclusions regarding the incidence of infant cancer subtypes based on this study, survival rates for major types were similar to the developed countries, which signifies strict adherence to standards of care in Ali-Asghar hospital, the main infant cancer care centre in Iran. A Childhood Cancer Registry with high-resolution data collection and also advanced genetic testing is advocated for in-depth analysis of variation in incidence and survival.

현장파쇄 재생골재의 동상방지층 및 빈배합 콘크리트 기층 시험시공연구 (Application of Recycled Aggregate in Job site as Anti-freezing and Lean Concrete Base Materials)

  • 김진철;심재원;조규성;최고일
    • 한국도로학회논문집
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    • 제6권4호
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    • pp.25-33
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    • 2004
  • 고속도로 건설 및 유지관리 과정중 발생되는 폐콘크리트를 현장파쇄하여 생산한 재생골재를 도로 포장용 재료로 활용하기 위한 시험시공을 실시하였다. 동상방지층의 경우 재생굵은골재, 스크리닝스 및 모래를 소요입도로 혼합하였을 때 양호한 지지력을 나타내었으며 강도가 약한 모르터가 진동 및 전압에 의해 파쇄됨에 따라 재생골재 2$\sim$20mm 통과율이 5$\sim$13%정도 증가하였다. 재생골재를 사용한 빈배합 콘크리트의 강도는 천연쇄석에 비하여 71$\sim$85% 강도를 나타내었으나 배합강도 $57.5kgf/cm^2$를 크게 상회하였으므로 현장적용에는 문제없음을 확인하였다.

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An IoT routing based Local River Field Environment Management solution using Uzbekistan Testbed

  • Khudaybergenov, Timur;Park, Youngki;Im, Sangil;Ho, Bae Jin;Yang, Seungyoun;Kim, Jintae;Lee, Sunghwa;Cha, Dae Yoon;Woo, Deokgun;Cha, Jaesang
    • International journal of advanced smart convergence
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    • 제9권3호
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    • pp.1-8
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    • 2020
  • Water consumption has grown at more than 2.5 times, comparing the past century. About 2.8 billion people live in river basins with some form of water deficit, because more than 75 % of the river flows are withdrawn for agriculture and other needs. Challenges faced by more and more countries in their struggle for economic and social development are increasingly related to water. This paper proposes a test of an effective local river field environment management solution. And describing a part of a pilot project for the ministry of water resources of Uzbekistan. Current work focused on direct action items of the existing project and describe an IoT routing based solution for local river field environment management solutions. Suggested technological decisions provided by needs and on-site testing results. The paper describes the backbone of IoT routing based river water resources management system.

암반에 근입된 현장타설말뚝의 주면지지력 (Side Shear Resistance of Drilled Shafts in Rock)

  • 권오성;김병철;김명모
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2005년도 춘계 학술발표회 논문집
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    • pp.611-618
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    • 2005
  • In this research, the effect of rock mass weathering on the side shear resistance of drilled shaft socketed into weathered rock was investigated. For that, a database of 23 cast-in-place concrete piles with diameters varying from 400mm to 1,500mm were socketed into weathered igneous/meta-igneous rock at four different sites. The static axial load tests were performed to examine the resistant behavior of the piles, and a comprehensive field/laboratory testing program at the field test site was also performed to describe the in situ rock mass conditions quantitatively. No correlation was found between the compressive strengths of intact rock and the side shear resistance of weathered/soft rock. The ground investigation data regarding the rock mass conditions (e.g. $E_m,\;E_{ur},\;_{plm}$, RMR, RQD, j) was found to be highly correlated with the side shear resistance, showing the coefficients of correlation greater than 0.7 in most cases. Additionally, the applicability of existing methods for the side shear resistance of piles in rock was verified by comparison with the field test data. The existing empirical relations between the compressive strength of intact rock and the side shear resistance(Horvath (1982), Rowe & Armitage(1987) etc.) appeared to overestimated the side shear resistance of all piles tested in this research unless additional consideration on the effect of rock mass weathering or fracturing was applied. The existing methods which consider the effect of rock mass condition were modified and/or extended for weathered rock mass where mass factor j is lower than 0.1, and RQD is below 50%.

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