• 한국컴퓨터정보학회:학술대회논문집
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• 한국컴퓨터정보학회 2012년도 제46차 하계학술발표논문집 20권2호
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• pp.429-432
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• 2012

이 논문에서는 쓰레기 매립의 표준화를 위한 일환으로 쓰레기 체적을 주기적으로 계산하는 알고리즘을 제시하였다. 안전하고 쾌적한 도시 환경을 조성하기 위해 폐기물 매립 시설은 필요하며 폐기물 부피 관리의 신뢰성 및 용량 정보의 정확성을 파악하는 것이 필요하다. 카메라 캘리브레이션 이후에 대상체의 표면에 대한 포인트 클라우드(point cloud)를 얻을 수 있었으며 이것을 물체의 체적 계산 알고리즘의 입력으로 선택하였다. 비균일 격자(uniformmeshing) 방법에 기초한 체적 계산 알고리즘을 제안하였으며 알고리즘의 타당성을 시뮬레이션과 실제 실험을 통해 입증하였다. 제시된 알고리즘은 쓰레기 매립의 체적 계산 뿐 만이 아니라 삼차원 객체의 일반적인 체적 계산을 위한 알고리즘으로도 사용될 수 있다.

• 한국멀티미디어학회논문지
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• 제25권4호
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• pp.559-567
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• 2022

The optimal shipping location is determined by measuring the volume and weights of cargo shipped to non-standard cargo carriers. Currently, workers manually measure cargo volume, but automate it to improve work inefficiency. In this paper, we proposed the method of a real-time volume calculation using LiDar sensor for automating cargo measurement of non-standard cargo. For this purpose, we utilized the statistical techniques for data preprocessing and volume calculation, also used Voxel Grid filter to light weighted of data which are appropriate in real-time calculation. We implemented the function of Normal vectors and Triangle Mesh to generate surfaces and Alpha Shapes algorithms to process 3D modeling.

• 한국인터넷방송통신학회논문지
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• 제12권4호
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• pp.153-159
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• 2012

안전하고 쾌적한 도시 환경을 조성하기 위해 폐기물 매립 시설은 필요하며 폐기물 부피 관리의 신뢰성 및 용량 정보의 정확성을 파악하는 것이 필요하다. 이 논문에서는 쓰레기 매립의 표준화를 위한 일환으로 쓰레기 체적을 주기적으로 계산하는 알고리즘을 제시하였다. 스테레오 카메라 캘리브레이션 이후에 대상체의 표면에 대한 포인트 클라우드(point cloud)를 얻을 수 있었으며 이것을 물체의 체적 계산 알고리즘의 입력으로 선택하였다, 비균일 삼각 격자 기반 메싱(non-uniform triangular meshing) 방법에 기초한 두 개의 체적 계산 알고리즘을 제안하였으며 알고리즘의 타당성을 시뮬레이션과 실제 실험을 통해 입증하였다. 제시된 알고리즘은 쓰레기 매립의 체적 계산 뿐 만이 아니라 삼차원 객체의 일반적인 체적 계산을 위한 알고리즘으로도 사용될 수 있다.

• 한국측량학회지
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• 제38권2호
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• pp.131-140
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• 2020

Recently the importance of BIM (Building Information Modeling) that enables 3D location-based design and construction work is being highlighted around the world. In Korea, the road map has been established to settle the design based on BIM using drone survey results by 2025. As the first step, BIM would be applied to road construction projects worth more than 50 billion Korean Won from 2020. On the other hand, drone survey regulation has been enacted and the data for drone survey cost were also included on Standard of construction estimate in 2020. However, more careful improvement is required to reflect drone survey results in BIM design and construction. Currently, Engineering instructions and Standard of construction estimate specifies that earthwork volume must be calculated by cross section method only. So it is required to add the method of DEM (Digital Elevation Model) based volume calculation on these regulations to realize BIM application. In order for that, this study verified the method of DEM based earthwork volume calculation. To get an accurate DEM for accurate volume computation, drone survey was carried out according to the drone survey regulation and then could get an accurate DEM data which have errors less than 3cm in X, Y and 6.8cm in H. As each DEM cell has 3D coordinate component, the volume of each cell can be calculated by obtaining the height of area of the cell then total volume is calculated by multiplying total number of cells by volume of each cell for the construction area. Verification for the new calculation method compare with existing method was carried out. The difference between DEM based volume by drone survey and cross section based volume by traditional survey was less than 1.33% and it can be seen that new DEM method will be able to be applied to BIM design and construction instead of cross section method.

• KSTLE International Journal
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• 제6권1호
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• pp.21-27
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• 2005

A technique for a wear volume calculation is improved and verified in this research. The wear profile data measured by a surface roughness tester is used. The present technique uses a data flattening, the FFT and the windowing procedure, which is used for a general signal processing. The measured value of an average roughness of an unworn surfnce is used for the baseline of the integration for the volume calculation. The improvements from the previous technique are the procedures of the data flattening and the determination of a baseline. It is found that the flattening procedure efnciently manipulates the raw data when the levels of it are not horizontal, which enables us to calculate the volume reasonably well and readily. By comparing it with the weight loss method by using artificial dents, the present method reveals more volume by aroung 3~10%. It is attributed to the protruded region of the specimen and the inaccuracy and data averaging during the weght loss measurement. From a thorough investigation, it is concluded that the present technique can provide an accurate wear volume.

• 한국지반신소재학회논문집
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• 제18권4호
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• pp.87-95
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• 2019

토공량 산출은 건설현장에서 최적 공사비 산정을 위한 데이터로 정확한 토공량은 토목 공사의 설계 단계에서 시공단계까지 고려되어야 하는 중요한 요소이다. 토공량 산출을 위해서는 정확한 지형 자료와 정밀한 토공 부피 계산이 필요하다. 본 논문에서는 짧은 시간에 정확한 지형 파악이 가능하고, 경제성 측면에서도 장점을 갖는 드론 측량 기술을 이용하여 고정밀 토공량 산출 시스템을 도출하였다. 시스템의 정확도 검증을 위해 현장 검증시험을 수행하였으며, 드론을 이용한 토공량 산출 결과와 GPS 측량 장비를 이용한 토공량을 비교·분석하였다. 또한, 새롭게 개발한 토공량 부피 계산 알고리즘을 기존 항공사진측량 소프트웨어(Pix4D) 계산 방식과 비교하여 정확도를 검증하였다.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2020년도 봄 학술논문 발표대회
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• pp.155-156
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• 2020

Unlike new construction projects, road paving maintenance work shows large productivity discrepancies depending on the conditions of the worksite. The current construction cost calculation scheme, however, only provides daily construction volume categorized by work scope and scale: There are no detailed standards that can be implemented on various types of worksites. To develop standards that enable the calculation of appropriate construction costs by taking into account worksite conditions, the current study conducted on-site surveys and interviews. The on-site research and analysis revealed that location, construction width, the day's worksite lot, work scope, and construction objectives were found to cause differences in construction volume. In addition to the existing work scope and work scape variables, the current study added weight constants reflecting the daily work volume based on movement conditions at site and the size of the worksite lot. In this process, the current study found that even one type of construction project can have fifteen different levels of daily construction volume. Such detailed classification was deemed to enable the proper calculation of construction costs based on worksite conditions.

• 한국인터넷방송통신학회논문지
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• 제12권3호
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• pp.15-22
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• 2012

안전하고 쾌적한 도시 환경을 조성하기 위해 폐기물 매립 시설은 필요하며 폐기물 부피 관리의 신뢰성 및 용량 정보의 정확성을 파악하는 것이 필요하다. 본 연구에서는 쓰레기 매립장 환경 개선을 위해 매립된 쓰레기의 체적을 스테레오 비전 카메라를 이용하여 계산하고 매립량을 계산하기 위한 알고리즘을 개발 하였다. 스테레오(stereo)) 카메라를 이용하여 왜곡 파라메타 교정을 한 후에 쓰레기 매립지의 대상 표면 점들의 클라우드를 얻게 되며 이를 체적 알고리즘의 입력으로 하여 제시된 두 가지 방법의 체적계산 알고리즘을 통해 대상체의 체적을 계산하게 된다. 그리고 이 부피 값과 비교하고자 하는 지난 시간의 체적 값을 감산하여 매립된 체적을 계산한다. 이를 통해 주간 매립 체적, 월간 매립 체적 및 년간 매립 체적을 계산하여 쓰레기 매립 제어를 위한 정량적인 통계값을 얻을 수 있게 된다.

• 한국측량학회:학술대회논문집
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• 한국측량학회 2006년도 춘계학술발표회 논문집
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• pp.533-540
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• 2006

In recent years, civil-engineering work is desired the terrain information to be more efficient in earthwork volume calculation. One method for collecting elevation data is LiDAR. Lidar data was used to produce rapidly an accurate digital elevation model of the terrain, compared with the conventional ground surveys, photogrammetty, and remote sensing. Raw Lidar data is combined with GPS positional data to georeference the data sets. Lidar data is edited and processed to generate surface models, elevation models, and contours. Here we can either create a Tin Volume Surface or a Gird Volume Surface. Triangulated Irregular Network(TIN) has complex data structure, but it can describe well terrain surface features. As we have seen, we search the efficiency for earthwork volume calculation using Lidar data. One conclusion we can draw from this study is that Lidar data is more accurate result than digital map in the calculation of earthwork volume.

• 대한방사선기술학회지:방사선기술과학
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• 제43권4호
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• pp.265-272
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• 2020

The purpose of this study was to investigate the dose-volume indices and radiobiological indices according to the change in dose calculation grid size during the planning of nasopharyngeal cancer VMAT treatment. After performing the VMAT treatment plan using the 3.0 mm dose calculation grid size, dose calculation from 1.0 mm to 5.0 mm was performed repeatedly to obtain a dose volume histogram. The dose volume index and radiobiological index were evaluated using the obtained dose volume histogram. The smaller the dose calculation grid size, the smaller the mean dose for CTV and the larger the mean dose for PTV. For OAR of spinal cord, brain stem, lens and parotid gland, the mean dose did not show a significant difference according to the change in dose calculation grid size. The smaller the grid size, the higher the conformity of the dose distribution as the CI of the PTV increases. The CI and HI showed the best results at 3.0 mm. The smaller the dose calculation grid size, the higher the TCP of the PTV. The smaller the dose calculation grid size, the lower the NTCP of lens and parotid. As a result, when performing the nasopharynx cancer VMAT plan, it was found that the dose calculation grid size should be determined in consideration of dose volume index, radiobiological index, and dose calculation time. According to the results of various experiments, it was determined that it is desirable to apply a grid size of 2.0 - 3.0 mm.