• 제목/요약/키워드: photogrametry

검색결과 6건 처리시간 0.027초

시설물의 3차원 영상복원을 위한 VRML 적용기법 (VRML Apply Technique for a 3D Image Restitution of the Facility)

  • 박경식;황창섭;임인섭;이재기
    • 한국측량학회:학술대회논문집
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    • 한국측량학회 2003년도 추계학술발표회 논문집
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    • pp.117-122
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    • 2003
  • VRML is a implementation language which can express the characteristic of the object as it is. There is not many research to concern how it must combine close range Photogrametry and VRML up to now. The purpose of this research are to study how we apply VRML to the data to be acquired by close range photogrammetry and to evaluate the practicality of VRML for 3D image restitution of facilities. We used VRML and implemented the facilities with a 3D image. A research product VRML knew we ate the application very at a sincerity expression of the facilities.

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광학식 측정방법을 활용한 풍화지반 버럭의 암/토사 구성비율 추정방법 (Rock/Soil proportion estimation using image processing technique)

  • 진규남;김영진;박성욱;조계춘
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2010년도 춘계 학술발표회
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    • pp.1425-1432
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    • 2010
  • In large construction site, although soil conversion factor is so significant to preliminary design, operation design and calculating the cost of construction that it is important to take reasonable estimation and application, the standard of soil conversion factor for weathered ground doesn't clearly suggested yet. So in this study, at first we obtain the image using DSLR - high resolution camera and Laser scanner in the Haeng-Bok city constructin site, then analysis the ratio of soil and rock using various image processing method(Sobel method, Laplace method, Highpass filter, Hue and Saturation analysis). Mutual comparation with the result of image processing analysis and manual segmentation of 5case image in the cad. As a result, best image processing method was different for each case. In case of high propotion of rock, Laplace was best and in case of high propotion of soil, Highpass was best, and mixed case Laplace was best.

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Usability of inclinometers as a complementary measurement tool in structural monitoring

  • Pehlivan, Huseyin;Bayata, Halim Ferit
    • Structural Engineering and Mechanics
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    • 제58권6호
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    • pp.1077-1085
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    • 2016
  • In the last few years, many structural monitoring studies have been performed using different techniques to measure structures of different scales such as buildings, dams or bridges. One of the mostly used tools are GPS instruments, which have been utilized in various combinations with accelerometers and some other conventional sensors. In the current study, observation series were recorded for 8 hours with GPS receivers (NovAtel) and Inclination Measurement Sensors mounted on a television tower in Istanbul, Turkey. Each series of observations collected from two different sensors were transformed into a single coordinate system (Local Topocentric Coordinates System). The positional changes of the tower were calculated from the GPS and the inclination data. These changes were plotted in two dimensions (2D) on the same graphic. Thus, the possibility of comparison and analysis were found using the data from both the GPS and the Inclinometer complement each other, in the real test area. The positional changes of the tower were modeled for further examination. As a result, the movement of the tower within an area of $1{\times}1cm^2$ was observed. Based on the results, it can be concluded that inclinometers can be used for monitoring the structural behavior of the tower.

디지털 영상과 LIDAR 자료를 이용한 수치지도 갱신 (Updating of Digital Map using Digital Image and LIDAR)

  • 윤부열;홍정수
    • 지구물리
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    • 제9권2호
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    • pp.87-97
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    • 2006
  • 라이다는 고밀도높은 정확도로 지상좌표를 빠르게 측량하여 지구표면의 수치표고모델과 수치표면모델를 취득할수 있는 매핑시스템으로 기존의 항공사진측량과 비교하여 효율적이고 , 경제적으로 지상의 DEM을 효과적으로 구축할 수 있게 되었다. 본 연구에서는 LIDAR와 디지털 카메라를 탑재하여 항공측량을 하고 , 수치정사영상을 제작하였다. 제작된 결과물에 대한 정확도 검증을 위하여 GPS로 측량한 지상 검사점을 기본으로 하여 제작된 수치정사영상의 위치 정확도를 평가하였다. 수치정사영상은 소수의 기준점을 사용한 경우와 기준점을 사용하지 않은 경우의 두 가지로 제작하였다. LIDAR와 디지털 카메라에 의한 수치정사영상의 제작 작업은 소수의 기준점을 사용하는 경우에 1:1,000 수치지도를 수정 갱신할 수 있으며, 기준점 없이 제작된 정사영상의 경우에는 축척 1:5,000 수치지도를 수정 갱신할 수 있을 것으로 판단된다.

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Estimating the Soil Volume Conversion Factor of Weathered Ground with Consideration of Field Situations

  • Jin, Kyu-Nam;Cho, Gye-Chun;Lee, Jung-Min;Ryu, Hee-Hwan;Park, Sung-Wook
    • 토지주택연구
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    • 제2권2호
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    • pp.145-155
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    • 2011
  • It is very important for successful construction to estimate the soil volume conversion factor of domestic weathered ground accurately and reasonably. However, it is very difficult to quantify the weathering degree of weathered ground at the field, so that the soil volume conversion factor used in Korea is often dependent upon the standard of foreign countries. Besides, the soil volume conversion factor of domestic weathered ground has been rarely studied and the use and accuracy of the soil volume conversion factor have been questioned persistingly. This study suggests a simple but robust method for estimating the soil volume conversion factor and measuring the weathering degree reasonably, and attempts to establish the utilization of a soil volume conversion factor measurement system based on experimental and analytical results. We made relationship between electrical resistivity and weathering degree presented from weathering index obtained through laboratory tests using field samples, and an estimation method of in-situ weathering degree for granites and a calculation method of soil volume conversion factor using electrical resistivity. And also, we suggested the photogrametry measurement-equipment system for measuring the volume of cargo box and the application plan of stand equipment and RFID for calculating the earth volume and distinguishing buggies in order to design the measurement system for soil volume conversion factor applicable to the field. Ultimately, the Weathered Earth-work Management Program (WEMP) was developed, so field managers may easily obtain the information about earth volume and soil volume conversion factor at the weathered ground.

조간대에서의 수중문화재 조사를 위한 무인항공기의 적용 가능성에 관한 연구 (A Study on the Applicability of Unmanned Aerial Vehicles for Underwater Cultural Heritage Survey in Intertidal Zones)

  • 이영현;최동원;이상희;김성보
    • 한국산업융합학회 논문집
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    • 제26권4_2호
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    • pp.697-703
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    • 2023
  • Intertidal zones, akin to tidal flats, are among the potential areas where underwater cultural heritage might be submerged. However, the shallow depths in these regions present challenges for conventional vessel-based survey methods. Moreover, during low tides, intertidal zones transform into tidal flats, limiting the efficiency of survey efforts due to restricted access and potential risks. As a result, proper underwater cultural heritage surveys encounter difficulties in these environments. In recent times, extensive research is underway to address these issues by investigating underwater cultural heritage surveys in intertidal zones, encompassing diverse fields, including equipment-based investigations. This study aimed to explore the feasibility of utilizing unmanned aerial vehicles (UAVs) to conduct intertidal cultural heritage surveys, employing aerial photography and 3D mapping to create detailed orthoimages and 3D models. The study focused on assessing the potential application of these techniques for cultural heritage surveying within intertidal zones. Notably, the survey conducted in Jindo's Naesan-ri demonstrated high-resolution capabilities, enabling the distinction of actual pottery fragments mixed within gravel fields. Similarly, in the survey of Jindo's Byeokpa-hang, it was found that a wooden pillar structure existed in a section about 200m long. The integration of various sensors, including LiDAR, with UAVs allows for diverse investigation possibilities, including bathymetric measurements, and is expected to facilitate the acquisition of varied datasets for further research and assessment.