• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.2C
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• pp.133-142
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• 2006

Many methods have been tried to more correctly measure rock joint roughness. However, true roughness may be distorted and underestimated due to the sampling interval and measurement method. Thus, currently used measurement methods produce a dead zone and distort roughness profiles. The purpose of this study is to suggest new roughness measurement method by a camera-type 3D scanner as an alternative of currently used methods. First, the underestimation of artificial roughness is analyzed by using the current measurement method such as laser profilometry. Second, we replicate eight specimens from two rock joint surfaces, and digitize by a 3D scanner. Then, the roughness coefficient values obtained from eight numbers of 3D surface data and from three hundred twenty numbers of 2D profiles data are analyzed by using current and new measurement methods. The artificial simulation confirms that the sampling interval is one of main factors for the distortion of roughness and shows that inclination of waviness may not be considered any current methods. The experimental results show that the camera-type 3D scanner produces 10% larger roughness values than current methods. As the proposed new method is a fast, high precision and more accurate method for the roughness measurement, it should be a promising technique in this area.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.5D
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• pp.741-747
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• 2008

Nowadays, the accuracy of the geoid model has been improved through development of the combination model which was composed of traditional gravimetric geoid and geometric geoid by the GPS/leveling data in USA and Japan. It is a state of the art method in geoid modeling field that what so called hybrid geoid. In this paper, as a basic study to develop Korean hybrid geoid model, we studied gravimetric geoid solutions using three gravity reduction methods (Helmert's condensation method, RTM method and Airy-isostatic method) and evaluated the usefulness of each method in context of precise geoid. The gravimetric geoid model were determined by restoring the gravity anomalies (included TC) and the indirect effects were made from various reduction methods on the EIGEN-CG03C reference field. The results are compared with respect to the geometric geoid undulation determined from 498 GPS/leveling after LSC fitting. The results showed that hybrid geoid with RTM (Residual terrain model) reduction method was most accurate method and the value of the difference compared to geometric geoid was $0.001{\pm}0.053m$.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.1A
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• pp.31-43
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• 2009

In this study, the numerical method is presented, which can consider the various train types and can solve the equations of motion for a vehicle-bridge interaction analysis by non-iteration procedure through formulating the coupled equations of motion. The coupled equations of motion for the vehicle-bridge interaction are solved by the Newmark ${\beta}$ of a direct integration method, and by composing the effective stiffness matrix and the effective force vector according to a analysis step, those can be solved with the same manner of the solving procedure of equilibrium equations in static analysis. Also, the effective stiffness matrix is reconstructed by the Skyline method for increasing the analysis effectiveness. The Cholesky's matrix decomposition scheme is applied to the analysis procedure for minimizing the numerical errors that can be generated in directly calculating the inverse matrix. The equations of motion for the conventional trains are derived, and the numerical models of the conventional trains are idealized by a set of linear springs and dashpots with 16 degrees of freedom. The bridge models are simplified by the 3 dimensional space frame element which is based on the Euler-Bernoulli theory. The rail irregularities of vertical and lateral directions are generated by the PSD functions of the Federal Railroad Administration (FRA). The results of the vehicle-bridge interaction analysis are verified by the experimental results for the railway plate girder bridges of a span length with 12 m, 18 m, and the experimental and analytical data are applied to the low pass filtering scheme, and the basis frequency of the filtering is a 2 times of the 1st fundamental frequency of a bridge bending.

• Korean Journal of Remote Sensing
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• v.39 no.6_1
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• pp.1185-1193
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• 2023

The increasing interest in soil moisture data from satellite imagery for applications in hydrology, meteorology, and agriculture has led to the development of methods to produce variable-resolution soil moisture maps. Research on accurate soil moisture estimation using satellite imagery is essential for remote sensing applications. The purpose of this study is to generate a soil moisture estimation map for a test area using KOMPSAT-3/3A and KOMPSAT-5 SAR imagery and to quantitatively compare the results with soil moisture data from the Soil Moisture Active Passive (SMAP) mission provided by NASA, with a focus on accuracy validation. In addition, the Korean Environmental Geographic Information Service (EGIS) land cover map was used to determine soil moisture, especially in agricultural and forested regions. The selected test area for this study is the western part of Jeju, South Korea, where input data were available for the soil moisture estimation algorithm based on the Water Cloud Model (WCM). Synthetic Aperture Radar (SAR) imagery from KOMPSAT-5 HV and Sentinel-1 VV were used for soil moisture estimation, while vegetation indices were calculated from the surface reflectance of KOMPSAT-3 imagery. Comparison of the derived soil moisture results with SMAP (L-3) and SMAP (L-4) data by differencing showed a mean difference of 4.13±3.60 p% and 14.24±2.10 p%, respectively, indicating a level of agreement. This research suggests the potential for producing highly accurate and precise soil moisture maps using future South Korean satellite imagery and publicly available data sources, as demonstrated in this study.

• Tunnel and Underground Space
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• v.33 no.6
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• pp.483-494
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• 2023

Measurement of the physical properties of rocks or minerals is an important factor in determining the distribution of the underground medium as well as mineral resource investigations. Resistivity and induced polarization, which are widely used in Korea, are methods for measuring electrical properties, which are representative properties of obtaining subsurface information. In order to precisely analyze the exploration data obtained from various sites, it is important to accurately measure the material properties. Electrical properties of rock is measured using two-electrode or four-electrode method. Compared to the four-electrode method, the two-electrode method is generally used because it is very easy to contact the sample and the electrode, but there is a problem in that the impedance of the electrode and the sample is measured together. In this study, the time-domain the induced polarization effects were measured using the 2-electrode method and the 4-electrode method for artificial samples mixed with graphite and cement having induced polarization characteristics, and the results were compared. Although the 4-electrode method has difficulties in installing potential electrodes, it was confirmed that it is effective in measuring electrical properties because it can reduce the problem caused by the impedance of potential electrodes compared to the 2-electrode method.

• Journal of Cadastre & Land InformatiX
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• v.53 no.2
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• pp.53-66
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• 2023

Recently, there has been a significant interest in the development of autonomous driving simulation environment based on digital twin. In the development of such digital twin-based simulation environment, many researches has been conducted not only performance and functionality validation of autonomous driving, but also generation of virtual training data for deep learning. However, such digital twin-based autonomous driving simulation system has the problem of requiring a significant amount of time and cost for the system development and the data construction. Therefore, in this research, we aim to propose a method for rapidly designing and implementing a digital twin-based autonomous driving simulation system, using only the existing 3D models and high-definition map. Specifically, we propose a method for integrating 3D model of FBX and NGII HD Map for the Busan EDC area into CARLA, and a method for adding and modifying CARLA functions. The results of this research show that it is possible to rapidly design and implement the simulation system at a low cost by using the existing 3D models and NGII HD map. Also, the results show that our system can support various functions such as simulation scenario configuration, user-defined driving, and real-time simulation of traffic light states. We expect that usability of the system will be significantly improved when it is applied to broader geographical area in the future.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.44 no.1
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• pp.85-93
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• 2024

The monitoring of environmental information (e.g. noise, dust, vibration, temperature, humidity) is crucial to the safe and sustainable operation of a construction site. However, commercial sensors exhibit certain drawbacks when applied on-site. First, the installation cost is prohibitively high. Second, these sensors have been engineered without considering the rugged and harsh conditions of a construction site, resulting in error-prone sensing. Third, construction sites are compelled to allocate additional resources in terms of manpower, expenses, and physical spaces to accommodate individual sensors. This research developed an integrated sensing module to measure the environmental information in construction site. The sensing module slashes the installation cost to 3.3%, is robust enough to harsh and outdoor sites, and consolidates multiple sensors into a single unit. The sensing module also supports GPS, LTE, and real-time sensing. The evaluation showed remarkable results including 97.5% accuracy and 99.9% precision in noise measurement, an 89.7% accuracy in dust measurement, and a 93.5% reliability in data transmission. This research empowers the collection of substantial volumes and high-quality environmental data from construction sites, providing invaluable support to decision-making process. These encompass objective regulatory compliance checking, simulations of environmental data dispersion, and the development of environmental mitigation strategies.

• Journal of Advanced Navigation Technology
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• v.27 no.6
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• pp.710-715
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• 2023

Urbanization brings many challenges such as traffic, housing, and environment. To solve these problems, researchers are working on new transportation systems like urban air mobility (UAM). UAM aircraft should fly safely without burdening the existing air traffic system in the early stage of low-density operation. The airspace should also be managed and operated efficiently. Therefore it is important to make urban air traffic predictable by using corridors and collecting data on low-density operations in the early stage. For this purpose various simulations are needed before operation to create scenarios that estimate potential collisions between UAM aircraft and to evaluate the risks of aircraft spacing, loss of separation (LoS), and near mid air collision (NMAC). This paper focuses on identifying the requirements and considerations for setting separation standards for urban air traffic based on the results of studies.

• Proceedings of the EASDL Conference
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• 2008.10a
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• pp.15-29
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• 2008

"떡"을 대표로 하는 중국 밀 문화는 선사시기의 야생 식물 재배는 역사상의 가공과 이용으로부터 현대 사회의 정밀 가공, 더 깊은 가공의 광범위한 이용에 이르기까지 수천 년의 긴 역사과정을 거쳤다. 그러나 20세기말 이전까지만 해도 밀가루는 중국 사람의 주식 원료 구성에서 그다지 중요하지 않은 위치에 있었다. 하지만 분명해야 할 것은 어떤 종류의 곡물이 한 민족의 주식 원료 구성에서의 높고 낮은 비중이 결코 간단하게 그 사회 의미와 문화가치의 높고 낮음과는 동일시할 수 없다. 중국 사람의 밀 식용 역사가 바로 하나의 전형적인 사례이다. 선진(先秦)시기, 밀의 재배와 식용은 주로 식량 공급이 줄곧 긴장된 상태에 처해있는 각 정권의 "接濟靑黃"(구제식량)하는 전략적 물자였다. 그러나 선진(先秦)시기에서 밀은 경제가치가 아주 높은 곡물은 아니었다. 그 원인은 밀의 무(畝)생산량이 상대적으로 낮을 뿐만 아니라 종자의 수요량도 상대적으로 크기 때문이다. 묵은 곡식은 다 사용되고 새 곡식이 무르익지 않은 공백기에 있는(청황불접) 시기에 전략적 곡식의 사회와 정치 의미 외에 강한 적응성, 광범위한 분포와 낮은 단가가 또한 밀의 상대적 장점으로 될 수 있다. 밀의 경제와 문화가치는 주로 한대(漢代)이후 차츰 드러났다. 혁명적인 변화는 바로 가루 음식의 섭취와 계속적인 확대이다. 밀을 가루로 내어 식용한 후 차츰 기타 곡물의 편의식품 전통 공간을 대체하였고, 한대(漢代)의 딤섬류 식품 "한구(寒具)(고대에 곡물가루 튀김 음식물 현재의 타래떡 등)"에 사용되는 재료도 거의 밀가루를 사용하였다. 오늘날 중국 사람이 자랑으로 여기는 전통식품인 국수, 만두, 혼돈(餛飩), 포자(包子), 소맥(燒麥), 떡, 찐빵(饅頭), 고(糕) 및 공업화 식품인 과자, 빵, 라면, 햄버거 등은 모두 밀가루를 기본 원료로 사용하고 있다. 나아가서 더욱 정밀하고, 다양한 딤섬 종류도 밀가루를 기본 원료로 한 주요 무대이다. 20세기말 이후 밀 소비 인구가 계속 확대되는 추세였으며 높은 소비량은 밀의 재배 면적 확대와 재배지역 확장을 결정하였다. 밀 소비량은 중국 사람의 주식 원료 소비에서 이미 근근이 벼 뒤를 잇는 지위에 올랐다. 통계 자료에 따르면 1949년 중국 밀 면적은 2,185만 헥타르로, 전국 식량 작물 총 면적의 19.6%, 총 생산량 1,380만 톤으로 전국 식량 작물 총 생산량의 12.2%에 달한다. 1980년에 이르러 면적은 2,884만 헥타르로, 총 생산량은 5,416만 톤에 달하였으며, 각각 식량작물 총면적의 24.8%, 총 생산량의 17.0%를 차지하였다. 1981이후 중국 밀 생산량은 또한, 새로운 발전을 가졌으며, 주로 단위 면적 생산량이 비교적 크게 증가되었고 총 생산량도 큰 폭으로 증가되었다. 1981~1985년과 1976~1980년의 5년 평균치를 비교한 결과 재배 면적은 같았으나(단지 0.2%만 증가), 단위 면적당 생산량 및 총 생산량은 46% 증가하였으며, 연평균 증가율이 9.2%에 달하여 50년 이래에 증가 속도가 가장 빠른 시기였다. 비록 지금 중국인의 "배부르게 먹기"문제는 이미 기본적으로 해결되었으나 장기적으로 "배부르게 먹기"의 물질적 보장은 여전히 취약하다. 농사가 가능한 경지면적의 급속한 격감으로 단위 면적당 생산량의 압력을 증가되었다. 국가 표준에 따르면 품질이 좋은 밀은 "탄력이 강한 고품질 밀"과 "탄력이 약한 고품질 밀" 두 가지로 구분된다. 지금 중국 시장의 추세를 보면 밀 품종의 선택에서 주로 탄력이 강한 고품질 밀을 선택하는데 즉 글루텐량이 높고 탄력이 강하며 품질이 좋은 전문 용도에 사용되는 밀을 선택한다. 탄력이 강한 고품질 밀은 주로 빵, 라면, 만두 등 밀가루 탄력을 요구하는 음식을 만드는데 사용된다. 그 중에서 모든 빵은 탄력이 강한 고품질 밀을 사용하고 밀에 대한 품질 요구도 또한 높다. 빵가루의 품질을 높이기 위하여 일부 전문 밀가루 생산 공장에서는 국산 고품질 밀에 수입 고품질 밀을 첨가하여 사용한다. 만두가루를 가공할 경우도 고품질 밀을 첨가하여 밀가루의 품질을 높이고 음식을 맛을 증가한다. 일부 품질이 떨어진 밀에 대하여 고품질 밀을 첨가하여 내부의 품질을 개선하고 찐빵이나 기타 밀가루 음식으로 가공한다. 예를 들면 중국 동북 지역에서는 고품질 밀과 봄밀을 섞어 밀가루의 봄밀의 품질을 개선한다. 총괄적으로 밀에 대한 욕구는 계속 장기적으로 벼에 버금가는 위치를 유지할 것이며 고품질 밀에 대한 욕구는 더욱 강한 추세로 발전할 것이다.

• Journal of Korea Water Resources Association
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• v.48 no.7
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• pp.553-566
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• 2015

Acoustic Doppler Current Profilers(ADCPs) have capability to concurrently capitalize three-dimensional velocity vector and bathymetry with highly efficient and rapid manner, and thereby enabling ADCPs to document the hydrodynamic and morphologic data in very high spatial and temporal resolution better than other contemporary instruments. However, ADCPs are also limited in terms of the inevitable unmeasured regions near bottom, surface, and edges of a given cross-section. The velocity in those unmeasured regions are usually extrapolated or assumed for calculating flow discharge, which definitely affects the accuracy in the discharge assessment. This study aimed at scrutinizing a conventional extrapolation method(i.e., the 1/6 power law) for estimating the unmeasured regions to figure out the accuracy in ADCP discharge measurements. For the comparative analysis, we collected spatially dense velocity data using ADV as well as stationary ADCP in a real-scale straight river channel, and applied the 1/6 power law for testing its applicability in conjunction with the logarithmic law which is another representative velocity law. As results, the logarithmic law fitted better with actual velocity measurement than the 1/6 power law. In particular, the 1/6 power law showed a tendency to underestimate the velocity in the near surface region and overestimate in the near bottom region. This finding indicated that the 1/6 power law could be unsatisfactory to follow actual flow regime, thus that resulted discharge estimates in both unmeasured top and bottom region can give rise to discharge bias. Therefore, the logarithmic law should be considered as an alternative especially for the stationary ADCP discharge measurement. In addition, it was found that ADCP should be operated in at least more than 0.6 m of water depth in the left and right edges for better estimate edge discharges. In the future, similar comparative analysis might be required for the moving boat ADCP discharge measurement method, which has been more widely used in the field.