• KSCE Journal of Civil and Environmental Engineering Research
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• v.34 no.3
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• pp.859-871
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• 2014

In order to analyze the density current due to salt and temperature difference, this study develops new numerical model (LES-WASS-3D ver. 2.0) by introducing state equation for salt and temperature and 3D advection-diffusion equation to existing 3D numerical wave tank (LES-WASS-3D ver. 1.0). To verify the applicability, the newly-developed numerical model is analyzed comparing to the experimental result of existing numerical model. In the result, it well implement the behavior and vertical salt concentration of advected and diffused seawater as well as flow velocity and temperature of the discharged warm water. This confirms the validity and effectiveness of the developed numerical model.

• Proceedings of the Korea Water Resources Association Conference
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• 2017.05a
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• pp.92-92
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• 2017

본 연구에서는 수치모델을 이용하여 대하천서 발생되는 조류의 공간적 농도 분포를 예측하였고, 현장실험을 통해 모델을 검증하였다. 국내하천은 다수의 지류가 본류로 유입됨에 따라 오염물질의 생산과 공급이 지속적으로 발생하고, 하천의 유로연장과 하폭에 비해 수심이 낮은 지형학적 특성을 지닌다. 따라서 지류 유입 이후 발생되는 조류의 거동 특성을 분석하기 위해 수심 적분된 2차원 이송-확산 모델을 사용하였다. 광합성 성장을 이루는 조류의 성장속도 계산을 위해 영양염류, 수온, 일사량과 수심 등을 변수로 하는 성장속도 함수들을 위의 모델과 결합하였다. 본 연구의 대상구간은 낙동강과 금호강 합류부를 포함한 강정고령보 하류 약 9.2 km 구간으로 모델 검증을 위한 현장실험을 수행하였다. 2차원 이송-확산 모델의 입력 값인 유속 및 수심을 계산하는 수리동역학 모델 검증을 위해 미국 Sontek사의 M9을 이용하여 낙동강과 금호강 각각 32개, 12개 측선에 대하여 수리량을 측정하였다. 수리량 측정결과, 금호강과 낙동강의 평균 유량은 각각 $240m^3/s$, $60m^3/s$로 측정되었고 측정된 유량을 모델의 상류단 경계조건으로 사용하여 측정 유속 및 수심과 유사한 결과를 모델로부터 취득할 수 있었다. 조류 농도 측정을 위해 독일 bbe사의 AlgaeTorch 10을 사용하였으며, 수리량 측정과 동일한 측선서 총 조류 세포수(cells/ml)를 측정하였다. 농도 측정결과, 하류로 내려감에 따라 조류의 농도가 증가하는 경향이 나타났고 금호강 합류 후 최대농도는 측정구간 최하류 우안서 4,460 cells/ml로 나타났다. 주 흐름이 발생하는 하천 중앙부에 비해 유속이 느린 하안서 상대적으로 높은 농도가 측정되었으며, 이와 같은 경향은 하류로 내려감에 따라 강하게 나타났다. 측정된 조류 농도를 이용한 2차원 이송-확산 모델 검증결과, 합류부 최상류 측선서 MAPE = 10.5 %의 최대오차가 발생하였고 최하류 측선서 MAPE = 6.7 %의 최소오차가 발생하였다. 인과 질소와 같은 영양염류의 농도가 높고 횡 방향 수온 분포가 균일한 대상구간의 특성상 영양염류 함수와 수온 함수로부터 계산된 성장속도 가중치 범위는 각각 0.8~1.0, 0.91~1.09로 공간적 변동성이 크게 나타나지 않은 반면, 수심을 변수로 하는 일사량 함수의 성장속도 가중치 범위는 0.05~1.00으로 상대적으로 매우 높은 공간적 변동성이 나타났다. 수심이 4 m 이하인 하천 양안서 0.8 이상의 가중치가 나타났으며, 수심이 7 m 이상인 하천 중앙서 0.4 이하의 가중치가 나타났다. 본 연구의 수치모의 결과, 수리동역학 모델로부터 계산된 수심이 모델 결과 값에 큰 영향을 미치는 것으로 판단된다.

• Journal of Dental Rehabilitation and Applied Science
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• v.32 no.1
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• pp.60-69
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• 2016

Purpose: The objective of this study was to compare the accuracy of digital models from 3 dimentional (3D) optical scanner and cone beam computed tomography (CBCT). Materials and Methods: We obtained digital models from 11 pairs of stone casts using a 3D optical scanner and a CBCT, and compared the accuracy of the models. Results: The error range of average positive distance was 0.059 - 0.117 mm and negative distance was 0.066 - 0.146 mm. Statistically (P < 0.05), average positive distance was larger than $70{\mu}m$ and shorter than $100{\mu}m$, and that of negative distance was larger than $100{\mu}m$ and shorter than $120{\mu}m$. Conclusion: We concluded that the accuracy of digital models generated from CBCT is not appropriate to make final prostheses. However, it may be acceptable for provisional restorations and orthodontic diagnoses with respect to the accuracy of the digitalization.

• Progress in Medical Physics
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• v.20 no.4
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• pp.208-215
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• 2009

This study is to compare the accuracy of evaluation regarding the volume of the prostate, which three-dimensional volume rendering was produced the shape of protrusion, by measuring two kinds of craniocaudal length from the top of the protrusion and from the exclusion of the protrusion as the starting points. For the imaginary protrusion prostate models, total of 10 models were roughly made by using devils-tongue jelly and changing each of the 10 ml of capacity from 10 ml to 100 ml. For the protrusion prostate models aimed at estimating the real volume, through 64 cannel computed tomography (CT) and 3.0 tesla magnetic resonance image (MRI) were conducted by planimetry technique from three-dimensional volume rendering. And then we performed to evaluate on significance of these volumes by wilcoxon signed rank test. Also the obtained volumes data by ellipsoid volume formula were measured the volume of protrusion prostate models two times with each method using the two kinds of craniocaudal length from top of the protrusion and from exclusion of the protrusion as the starting points. Finally, the significance of differences using wilcoxon signed rank test was evaluated between the real volume by planimetry technique and the measured volume by ellipsoid volume formula from three-dimensional volume rendering. The average of the protrusion length on the models was $0.90{\pm}0.18\;mm$ in CT and was $0.75{\pm}0.11\;mm$ in MRI. There were not statistically significant difference between MRI and CT from the volume of protrusion prostate models (p=0.414). In MRI (p=0.139) and CT (p=0.057), there were not statistically significant difference between the real volume by planimetry technique and the measured volume by ellipsoid volume from exclusion of the protrusion as the starting points. While, there were statistically significant difference between the real volume by planimetry technique and the measured volume by ellipsoid volume from top of the protrusion as the starting points in MRI (p=0.005) and CT (p=0.005). For the accurate measurement of the protrusion prostate models, the craniocaudal length of the prostate should be measured from the exclusion of the protrusion as the starting points.

• 전자공학회논문지 IE
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• v.45 no.2
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• pp.34-39
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• 2008

This study established the efficient system that retrieves the 3D model by using a statistical technique called the function of discriminant analysis. This method was suggested to search index, which was formed by the statistics of 128 feature vectors including those scope, minimum value, average, standard deviation, skewness and scale. All of these were sampled with Osada's D2 method and the statistics as a factor effecting a change turned the value of discriminant analytic function into that of index. Through the primary retrieval on the model of query, the class above the top 2% was drawn out by comparing the query with the index of previously saved class from the group of same models. This method was proved an efficient retrieval technique that saved its procedural time. It shortened the retrieval time for 3D model by 57% faster than the existing Osada's method, and the precision that similar models were found in the first place was recorded 0.362, which revealed it more efficient by 44.8%.

• Proceedings of the Korea Contents Association Conference
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• 2011.05a
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• pp.257-258
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• 2011

한국과학기술정보연구원과 가톨릭대학교 의과대학 가톨릭응용해부연구소에서는 기초기술연구회 National agenda project 일환으로 척추 연구자들이 쉽게 사용할 수 있는 기초 자료를 구축하고 있다. 컴퓨터 시뮬레이션 연구에 활용할 수 있는 모델 제작을 위한 형상 정보를 제공하기 위해 60대, 70대 기증시신 20여 표본을 활용하여 고해상도 척추 (whole spine) CT (pixel dimension : 0.4xmm, thickness: 0.6mm)를 촬영하고 이를 3차원 모델링 소프트웨어(Mimics, Ver.14, Materialise, Belgium)를 사용하여 3차원 형상 모델(shell model, STL format)로 구축하고 있다. 또한 3차원 형상 모델을 활용하여 목, 등, 허리 척추의 주요 부위를 계측하여 수치화 하였다. 시신 기반 자료의 한계를 극복하기 위해 척추센터를 내원한 환자 중 고령자 호발 질환을 중심으로 선정하여 X-Ray, 3D CT, MRI, BMD 자료를 구축하여 보강하고 있다.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.21 no.10
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• pp.197-205
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• 2020

Compared to aerial photogrammetry, UAV photogrammetry has advantages in acquiring and utilizing high-resolution images more quickly. The production of 3D models using UAV photogrammetry has become an important issue at a time when the applications of 3D spatial information are proliferating. Therefore, this study assessed the feasibility of utilizing 3D models produced by UAV photogrammetry through quantitative and qualitative analyses. The qualitative analysis was performed in accordance with the LODs (Level of Details) specified in the 3D Land Spatial Information Construction Regulation. The results showed that the features on planes have a high LoD while features with elevation differences have a low LoD due to the occlusion area and parallax. Quantitative analysis was performed using the 3D coordinates obtained from the CPs (Checkpoints) and edges of nearby structures. The mean errors for residuals at CPs were 0.042 m to 0.059 m in the horizontal and 0.050 m to 0.161 m in the vertical coordinates while the mean errors in the structure's edges were 0.068 m and 0.071 m in horizontal and vertical coordinates, respectively. Therefore, this study confirmed the potential of 3D models from UAV photogrammetry for analyzing the digital twin and slope as well as BIM (Building Information Modeling).

• The Journal of Korea Institute of Information, Electronics, and Communication Technology
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• v.10 no.6
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• pp.545-551
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• 2017

It is very important to effectively obtain the information related to the human body shape for user-centered design. The human body shape is a huge combination of various irregular curves and is typically obtained by a 3-D Scanner. 3-D scanners show high reliability; however, they are expnsive equipment with limited mobility. 3-D models of irregular-shaped curves were created by a photogrammetric approach and the errors between the original curve and the models were evaluated. 3-D models were created based on 160, 80, 40, 20, 10, and 5 marking points evenly located on the original curve. In the case of convex curve, low levels of residuals were observed in the models from 160, 80, 40, and 20 marking points (0.13% max). In the combination of convex and concave curves, relatively low levels of residuals were observed in the models from 160, 80, and 40 marking points (0.29%). It is possible to conclude that marking points should be placed at every 5% of overall length of a convex curve and at every 2.5% of overall length of a curve with convex and concave curve in order to maintain low levels of errors. A photogrammetric approach can be used as an alternative for the 3-D scanners with advantages of low cost and mobility.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.5B
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• pp.509-518
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• 2010

This study aims to evaluate for flood stage on vegetated patterns by clearance space rate (CSR) using the numerical models divided into large, medium and small river in river scales with watershed area or design flood discharge. Using the HEC-RAS (1D) and RMA-2 (2D) numerical models, evaluated results of the design flood stages before vegetated modeling of these rivers which CSR in the 1D are obtained over 100% at all points in large river and medium river of except upper part 2 sections, but small river is showed about average 46.0%. It is judge that evaluated results in the 2D are obtained average 101.5% in large river, 96.7% in medium river, 71.1% in small, respectively and because of 1D mainly used to formulate of the river's master plan. However, after vegetated modeling, CSR in case of 1D showed with 91.8% in large river, 74.2% and 38.3% in medium and small rivers, respectively and 2D showed with 95.5% in large river, 86.72 and 37.0% in medium and small rivers, respectively. It is estimate that evaluated results using the 2 numerical models by the vegetated modeling are less affected the CSR for large river in a large area more than the cross section area in medium and small rivers.

• Journal of Korea Spatial Information System Society
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• v.11 no.3
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• pp.50-54
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• 2009

Recently, many researches have been conducted to develop 3D Indoor/Outdoor Spatial Data Models. The 3D data created based on these data models have complex data structures. In order to manage these data efficiently, it is better to use a DBMS. There have been many researches to maintain the 3D data in Geo-DBMS, such that Oosterom (2002) and Arens (2005) developed a method to store 3D Building model, geometric and topological data of coverage in DBMSa. In this study, we propose a method to store the CityGML data into the RDBMS, Oracle Spatial 11g.