• Journal of Korean Society for Geospatial Information Science
• /
• v.15 no.2 s.40
• /
• pp.15-23
• /
• 2007

This paper presents a shoreline change analysis on a reclaimed land, using a pair of aerial photographs taken before and after the reclamation. Shorelines that are defined by a tide datum, i.e. Approximately Highest High Water Level, were mapped by both analytical and digital photogrammetric methods. The past shorelines were overlapped with digital cadastral map from which areas of retracted and protruded lands were computed. Magnitude of shoreline changes was estimated by calculating areas between the past and present shorelines. Comparisons in terms of areas showed a fairly good agreement between the two methods. However, particularly in the estuary of complex morphology, shoreline mapping by digital photogrammetric method requires images to be scanned at a resolution higher than 1200 dpi.

• Water for future
• /
• v.54 no.7
• /
• pp.111-120
• /
• 2021

• Water for future
• /
• v.55 no.3
• /
• pp.101-112
• /
• 2022

• Water for future
• /
• v.56 no.4
• /
• pp.82-86
• /
• 2023

• Korean Journal of Remote Sensing
• /
• v.35 no.6_1
• /
• pp.895-905
• /
• 2019

Commercial Unmanned Aerial Vehicle (UAV) image processing software products currently used in the industry provides camera calibration information and block bundle adjustment accuracy. However, they provide mapping accuracy achievable out of input UAV images. In this paper, the quality of mapping is calculated by using orientation parameters from UAV image processing software. We apply the orientation parameters to the digital photogrammetric workstation (DPW) for verifying the reliability of the mapping quality calculated. The quality of mapping accuracy was defined as three types of accuracy: Y-parallax, relative model and absolute model accuracy. The Y-parallax is an accuracy capable of determining stereo viewing between stereo pairs. The Relative model accuracy is the relative bundle adjustment accuracy between stereo pairs on the model coordinates system. The absolute model accuracy is the bundle adjustment accuracy on the absolute coordinate system. For the experimental data, we used 723 images of GSD 5 cm obtained from the rotary wing UAV over an urban area and analyzed the accuracy of mapping quality. The quality of the relative model accuracy predicted by the proposed technique and the maximum error observed from the DPW showed precise results with less than 0.11 m. Similarly, the maximum error of the absolute model accuracy predicted by the proposed technique was less than 0.16 m.

• Computational Structural Engineering
• /
• v.2 no.4
• /
• pp.69-77
• /
• 1989

Until recently post-processing of finite element model has been heavily relied on expensive graphic peripheral devices. With the aid of inexpensive microcomputers, very economical post-processor graphics program called MICRO-POST has been developed. Model geometry or results of analysis for the unlimited meshes can be easily presented in a number of low-cost graphic devices. The paper presents the procedure obtaining the device-independent graphics, and the structure and functions of the program. It also describes efficient I/O scheme to overcome the memory limitation, and dialogue-type input technique to control the plot operation in an interactive manner. Through the post processing examples for the general purpose finite element programs, it demonstrates the usefulness of the program.

• Computational Structural Engineering
• /
• v.3 no.4
• /
• pp.35-36
• /
• 1990

오늘날 유한요소해석 결과를 컴퓨터 그래픽을 활용하여 일목요연하게 후처리 함은 일반화 되어 있다. 그래픽을 이용하면 해석된 많은 수치 출력대신에 이해하기 쉬운 도면의 형태로 해석결과를 분석하거나, 모델의 기하학적 형태를 검토할 수 있게 되므로 시간과 노력을 대폭 절감할 수 있다. 그러나, 최근까지 유한소요 후처리는 대형컴퓨터와 이에 종속되는 고가의 도화처리 장비에 의존하여 왔다. 유한요소법을 이용한 해석시 발생하는 많은 수치출력을 고가의 도화장비가 아닌 저가의 도화장비에 출력하고자 하는 노력의 결과로 PC용 그래픽후처리 프로그램인 MICRO-POST가 개발되었다.

• Proceedings of the KSRS Conference
• /
• 2008.03a
• /
• pp.86-89
• /
• 2008

도시공간모델은 공간의 문제 또는 현상들을 보다 종합적, 합리적으로 파악하는데 중요하다. 본 연구에서는 수치지도와 도화원도로부터 저렴하고 수치지도 기반의 공간분석에 유용한 지형과 건물을 포함하는 도시공간모델을 생성하고자 한다. 도시공간모델은 지면모델과 건물모델로 나누어 생성한 후 통합한다. 지면모델은 수치지도를 이용하여 DEM을 생성한다. 건물모델은 수치지도와 도화원도를 융합하여 생성한다. 제안된 방법은 영등포구 전체를 포함하는 수치지도와 서로 다른 시기에 생성된 3 set의 도화원도에 적용하였다. 본 연구에서 생성된 도시공간모델은 수치지도를 기반으로 공간분석을 하는 응용분야에서 요구하는 입력 형태로 제공할 수 있으므로 유용하다. 따라서 본 연구에서 제안하는 도시공간모델의 생성 방법론은 더 많은 분야의 공간분석을 위해 활용될 것이다.

• Journal of the Korean Society for Precision Engineering
• /
• v.12 no.5
• /
• pp.5-17
• /
• 1995

기술과 과학이 끊임없이 발달되고 있는 가운데 생산기술과 생산공업도 비약적으로 발달되고 있다. 공작기계에 대한 요구사항은 일반적으로 고정도화, 고속도화 그리고 고능률화 나아가서는 자동화이다. 다시 말해서 더욱 좋은 품질(고정도화)과 저렴한 가격(고능률화)의 제품을 빨리 사용자에게 공급(고속화)할 수 있고, 다양한 제품을 만들 수 있는 공작기계가 요구되는 것이다. 고능률화 또는 고속화를 위해서는 고속절삭가공을 실현해야하며 그러기 위해서는 Spindle(주축)의 회전수를 높이고 각 축의 이송 속도가 빨라야 되며 절삭 이송을 고속화하여야 한다. 그리고, 머시닝센터에서는 공구를 자동으로 교환하는(ATC)을 신속히 해야 한다. 이와 같은 고속 공작기계에 대한 요구는 점점 많아지고 있으며 공작기계전시회가 열릴때마다 고속도화는 점점 진전되고 있다. 최근에는 주축의 회전수가 10,000$min^{-1}$은 보통이고 최고 40,000$min^{-1}$이상에 도달하고 있다.

• KSCE Journal of Civil and Environmental Engineering Research
• /
• v.40 no.2
• /
• pp.257-264
• /
• 2020

Vectorization is currently the main method in feature collection (extraction) during digital mapping using UAV-Photogrammetry. However, this method is time consuming and prone to gross elevation errors when extracted from a DSM (Digital Surface Model), because three-dimensional feature coordinates are vectorized separately: plane information from an orthophoto and height from a DSM. Consequently, the demand for stereo plotting method capable of acquiring three- dimensional spatial information simultaneously is increasing. However, this method requires an expensive equipment, a Digital Photogrammetry Workstation (DPW), and the technology itself is still incomplete. In this paper, we evaluated the accuracy of low-cost stereo plotting system, Menci's StereoCAD, by analyzing its three-dimensional spatial information acquisition. Images were taken with a FC 6310 camera mounted on a Phantom4 pro at a 90 m altitude with a Ground Sample Distance (GSD) of 3 cm. The accuracy analysis was performed by comparing differences in coordinates between the results from the ground survey and the stereo plotting at check points, and also at the corner points by layers. The results showed that the Root Mean Square Error (RMSE) at check points was 0.048 m for horizontal and 0.078 m for vertical coordinates, respectively, and for different layers, it ranged from 0.104 m to 0.127 m for horizontal and 0.086 m to 0.092 m for vertical coordinates, respectively. In conclusion, the results showed 1: 1,000 digital topographic map can be generated using a stereo plotting system with UAV images.