• Title/Summary/Keyword: 현장조사 검증

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Evaluation of Multi-legged Roundabout Using Surveyed Critical Gap Acceptance (현장 임계간격을 이용한 다지 회전교차로 분석)

  • Park, Soon-Yong;Kim, Dong-Nyong;Jeong, Jun-Hwa
    • The Journal of the Korea Contents Association
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    • v.13 no.9
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    • pp.400-409
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    • 2013
  • In this paper, considering the characteristics of the driver at roundabouts by investigating the critical gap acceptance on various traffic conditions, multi-legged roundabouts were evaluated. The gap acceptance and rejection of 4-legged, 5-legged, 6-legged, and 7-legged roundabout were surveyed on real fields, and the critical gap acceptance was estimated using Raff's methods. Derived the critical gap acceptance was processed calibration and validation for micro-simulation, and then multi-legged roundabouts under variable conditions such as variations of traffic volume, turning ratio, and size of inscribed circle diameter were evaluated to verify operating conditions of roundabouts. As the results, according to the operating traffic volume and turning ratio, the inscribed circle diameters were proposed at each level of service. These inscribed circle diameters were able to reflect the guideline of geometric design for multi-legged roundabouts.

Drone-based hyperspectral imaging and geometric correction for precise river environment investigation (정밀 하천환경조사를 위한 드론 기반의 초분광영상 촬영 및 기하보정)

  • Lee, Yun Ho;Yoon, Byeong Man;Kim, Seo Jun
    • Proceedings of the Korea Water Resources Association Conference
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    • 2020.06a
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    • pp.159-159
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    • 2020
  • 하천환경조사는 하천의 전반적인 특성을 조사 분석하는 것으로 하천환경 조사결과는 하천관련사업의 기초자료로 사용된다. 하천환경조사의 기초조사에서는 현장답사를 통해 하천의 특성을 대략적으로 판단하고 하천 전구간의 물리적 구조와 식생의 분포, 중요 서식처 정보를 포함하는 RCS 지도(River Corridor Survey)를 작성한다. 기초조사를 위해서는 하천 전 구간에 대한 현장답사가 필요하기 때문에 많은 시간, 비용 그리고 인력이 필요하고, 육안 또는 사진을 통한 스케치로 이루어져 조사 결과가 정성적이고 작업자의 경험이나 능력에 따라 결과가 좌우된다는 한계가 있다. 따라서 하천환경조사를 좀 더 간편하고 과학적이며 경제적으로 조사하기 위해 최근 드론 영상을 이용한 조사 기술 개발에 대한 연구들이 증가하고 있다. 하지만 드론을 이용한 하천환경조사의 대부분은 RGB 영상을 이용하기 때문에 정밀한 하천환경 변화를 정량적으로 분석하는데 한계가 있다. 이를 극복하기 위한 대안으로 사람이 감지할 수 있는 빛의 영역 뿐 아니라 자외선과 적외선 영역의 분광특성을 이용하여 하천환경의 특성을 세밀하게 분류하는 것이 가능한 초분광센서를 드론에 탑재하여 하천환경을 조사하기 위한 기초 연구들이 시작되고 있다. 본 연구에서는 line scan 방식의 초분광센서를 드론에 탑재하여 초분광영상을 촬영하기 위한 드론 시스템을 구성하였고, 하나의 사진과 같이 초분광영상을 제작하기 위해 다양한 기하보정 기술을 적용하여 최적의 기하보정 방법을 제시하였다. 이를 위해 초분광영상의 기하보정은 각각의 초분광영상의 GCP와 대응점을 이용한 2차원 변환 방법 및 비선형 변환 방법을 적용하여 보정을 수행하였으며, 각 방법에 따른 정사보정 영상의 위치정확도를 검증하였다. 연구 결과 드론 기반의 초분광영상 촬영 및 기하 보정 방법을 제시하였다. 향후 하천환경조사 뿐만 아니라 다양한 분야의 원격탐사에 초분광영상을 활용하는데 도움이 될 것으로 기대한다.

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2-D Hydrodynamic Analysis using EFDC in the Nakdong River - Focused on Velocity and Arrival Time Between Weirs - (EFDC 모형을 이용한 낙동강에서의 2차원 수리해석 - 보 구간의 유속 및 도달시간 중심으로 -)

  • KIM, Beom-Jin;KIM, Byung-Hyun;HAN, Kun-Yeun
    • Journal of the Korean Association of Geographic Information Studies
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    • v.23 no.2
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    • pp.36-52
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    • 2020
  • This study performed 2-D(two-dimensional) hydrodynamic analysis using EFDC in the Nakdong River. For the simulation of the flood season and non-flood season, the measured data including water level, weir outflow and tributary inflow were used, and the accuracy and applicability of the model were verified by comparing the measured water level and computed one. In addition, statistical quantitative assessment of the model performance was performed by estimating PBIAS, RSR, and RMSE for the computed water level. Then, the average velocity for each section between weirs was calculated by applying constant discharge conditions, and it was compared and verified with the measured velocity by Hydrological Survey Center. In this study, a simple method for estimating the arrival time was proposed, and it is expected that it will be practically applicable in field practices such as flood forecasting and warning.

Performance Based Design for High Curability Concrete (성능중심형 고내구성 콘크리트의 배합설계)

  • Kim, S.S.;Park, K.P.;Lee, J.B.
    • Proceedings of the Korea Concrete Institute Conference
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    • 2008.11a
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    • pp.969-974
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    • 2008
  • This study was carried out to investigate the service life of reinforced concrete structures for durability design. The service life has three aspects physical service life, functional service life, and social service life, and that a structures are normally demolished to end its service life when either the functional or social service life is over before the physical service life comes to end an end. In the future, it is very important that durability design shall be performed establishing design service life and the unallowable state of deterioration in the course of design service life.

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A Study on Design Security Management Evaluation Model for Small-Medium size Healthcare Institutions (중소형 의료기관 보안관리 평가모델 설계 연구)

  • Kim, Ja Won;Chang, Hang Bae
    • The Journal of Society for e-Business Studies
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    • v.23 no.1
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    • pp.89-102
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    • 2018
  • In this paper, the security characteristics of healthcare institutions were derived through analysis of previous research, and the characteristics and status of small and medium sized healthcare institutions were surveyed through field surveys of small and medium sized healthcare institutions. The security management evaluation model for small and medium sized healthcare institutions was designed and verified based on the security characteristics of small and medium healthcare institutions. For the design, we compared and analyzed existing security management system and evaluation certification system of healthcare institutions. We also confirmed the proposed security management evaluation model and the degree of sharing. In addition, we conducted validation for the statistical verification of the proposed security management evaluation model for small and medium sized healthcare institutions, and we performed the relative priority analysis through AHP analysis to derive the weight for each item. The result of this study is expected to be used as a standard of security management evaluation model that can be practiced in small and medium sized healthcare institutions.

Development and Application Effect of Entrepreneurship Education Program for Teachers (창업 교육 역량 강화 프로그램 개발 및 적용 효과)

  • Baek, MinJung;Kang, Kyoung-Kyoon;Yoon, Eunjin
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.12
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    • pp.532-540
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    • 2018
  • The purpose of this study is to develop a training program for teachers to improve their entrepreneurial education competency for teenager entrepreneurship education. In order to achieve this objective, the training program was developed through a literature review and input from professionals. In addition, to verify field appropriateness of the entrepreneurship program for teachers, teachers participated in the program and a satisfaction survey was conducted. Results of this study are as follows. First, this study developed teaching contents and methods for entrepreneurship education which included 4 hours of online education and 26 hours of off-line education, for a total of 30 hours. Second, for verifying the applicability to schools and its effects, the satisfaction of training was examined using 88 teachers that participated in the entrepreneurship education program. Results found the satisfaction level was rated 4.58 for the curriculum suitability and 4.67 for the effectiveness of class contents, indicating that teachers were very satisfied with the training program and contents.

Development of a Field-Experience Learning Support Android LBS Application (현장체험학습 지원을 위한 안드로이드 LBS 애플리케이션 개발)

  • Hyun, Dong-Lim;Kim, Jong-Hoon
    • Journal of The Korean Association of Information Education
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    • v.15 no.4
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    • pp.579-587
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    • 2011
  • In this study, we developed the filed-experience learning support application. Because teachers want to use LBS in education area. In order to select fit functions, we carried out survey about functions that teachers want. Then, we analysed the result of survey and implemented the functions. Also, for survey about application's effectiveness, we selected elementary school teachers. Then we demonstrated and explained the application to them. The result of survey about application's effectiveness shows that application have higher utilization in education area.

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The Non-destructive Inspection Using Infrared Thermal Technique on Reinforced Slopes by Shotcrete (적외선 열화상을 이용한 숏크리트 보강사면의 비파괴점검)

  • Shin, Chang-Gun;Lee, Song;Ahn, Sang-Ro
    • Journal of the Korea institute for structural maintenance and inspection
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    • v.11 no.1
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    • pp.95-102
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    • 2007
  • It needs to Prevent damage as aging shotcrete itself exists as a dangerous component to comuting vehicles or infrastructure due to scaling, spaling, and loosening. However, it is hard to make an approach owing to a steep slope and high work, and there has been indicated a limit that it is difficult to grasp the internal condition of shotcrete on the surface. This study aimed to research internal defects that cannot be observed from the surface, by measuring a subtle thermal transfer on the shotcrete surface by using infrared thermography for overcoming such a technical limit. As a result of conducting an inspection through an analysis on measured data and fieldwork using an endoscope camera, it was impossible to accurately determine the wet part because of an excessive coating of shotcrete, yet, This study is proposed effictively extract a void part of the inside with non-destructive and non-touching method.

The Stability of Bridge Abutment Reinforced by Pile-slab on Soft Ground Undergoing Lateral Flow (측방유동 연약지반상 파일슬래브로 보강된 교대의 안정)

  • Hong, Won-Pyo;Song, Young-Suk
    • Journal of the Korean Geotechnical Society
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    • v.22 no.8
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    • pp.13-24
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    • 2006
  • A site investigation has been performed for bridge abutments constructed on soft ground, which are deformed laterally by backfill. As the result from the evaluation of lateral movement in bridge abutment, the foundation piles were not considered as the passive pile at the design stage and the period for soft ground improvement was not proper. In order to prevent lateral movement of bridge abutment, the pile slab is proposed as a countermeasure. This method can effectively prevent the lateral flow of soft ground, since the overburden surcharge due to backfill on soft ground would be effectively delivered to bedrock through the piles in soft ground. The instrumentation system is designed and installed to investigate the behavior of bridge abutment on soft ground reinforced by pile slab. The instrumentation results show that pile slab effectively resists to the lateral movement of bridge abutment due to backfill. Also, the surcharge loads due to backfill are transmitted to the bedrock through piles. It confirms that the pile slab effectively resists to the lateral movement of bridge abutment due to backfill and the applied design method is reasonable.

Performance Verification and Reliability Test of Load Cell Gauge in Korea (국내 하중계 성능검증과 신뢰성 시험 연구)

  • Kim, Yeong-Bae;Park, Yeong-Bae;Lee, Seong-Won;Lee, Kang-Il
    • Journal of the Korean Geotechnical Society
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    • v.39 no.12
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    • pp.103-114
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    • 2023
  • Monitoring the site of an underground construction wall is crucial to confirm the stability of the supports and ground due to excavation. In particular, it is essential to maintain the accuracy of a load cell gauge, which identifies the load of the support transmitted from the excavated ground. However, research on verification methods and regulations that can identify the accuracy of load cell gauges at construction sites is inadequate, which is a problem as load cell gauges are installed without proper performance inspections. In this study, performance tests were conducted by a complete investigation of load cell gauges sold in Korea and comparing them with foreign products to determine defect causes. In addition, the criteria for selecting a load cell gauge were presented, and the results of this study were considered to help select a highly reliable load cell gauge.