• Title/Summary/Keyword: slope terrain

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Slope Terrain Analysis According to Geographical Feature and Survey Place Based on Terrestrial LiDAR Data (지상라이다 자료를 이용한 지형특성 및 관측위치에 따른 사면지형분석)

  • Choi, Seung-Pil;Ham, Ju-Hyoung;Kim, Mun-Sup;Yang, In-Tae;Kim, Uk-Nam
    • Journal of Korean Society for Geospatial Information Science
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    • v.18 no.2
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    • pp.63-68
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    • 2010
  • In this study, subject areas with different topographic feature were selected for the purpose of measuring the slope terrain by setting Terrestrial LiDAR in different places. And the slope terrain was analyzed based on three-dimensional raw data obtained through the measurement of slope terrain. With DEM data obtained from five measurement instances with 5mm of scan interval by setting Terrestrial LiDAR on the site 30m away straight from the slope terrain consisting of asphalt, rock, soil, and plants, the slope terrain was analyzed according to topographic feature. In addition, in consideration of changes in setting location that might affect the measured result, this study reviewed the accuracy of measured data obtained from different measurement areas.

Terrain Slope Estimation Methods Using the Least Squares Approach for Terrain Referenced Navigation

  • Mok, Sung-Hoon;Bang, Hyochoong
    • International Journal of Aeronautical and Space Sciences
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    • v.14 no.1
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    • pp.85-90
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    • 2013
  • This paper presents a study on terrain referenced navigation (TRN). The extended Kalman filter (EKF) is adopted as a filter method. A Jacobian matrix of measurement equations in the EKF consists of terrain slope terms, and accurate slope estimation is essential to keep filter stability. Two slope estimation methods are proposed in this study. Both methods are based on the least-squares approach. One is planar regression searching the best plane, in the least-squares sense, representing the terrain map over the region, determined by position error covariance. It is shown that the method could provide a more accurate solution than the previously developed linear regression approach, which uses lines rather than a plane in the least-squares measure. The other proposed method is weighted planar regression. Additional weights formed by Gaussian pdf are multiplied in the planar regression, to reflect the actual pdf of the position estimate of EKF. Monte Carlo simulations are conducted, to compare the performance between the previous and two proposed methods, by analyzing the filter properties of divergence probability and convergence speed. It is expected that one of the slope estimation methods could be implemented, after determining which of the filter properties is more significant at each mission.

Slope terrain Analysis by using Terrestrial LiDAR Equipment (지상라이다 장비를 이용한 사면지형분석)

  • Ham, Ju-Hyoung;Choi, Seung-Pil;Kim, Mun-Sup;Kim, Uk-Nam
    • Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
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    • 2010.04a
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    • pp.291-293
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    • 2010
  • Terrestrial LiDAR can be used to accurately measure the 3D slope terrain because it can obtain the entire shape of the object, instead of only a specific location, while not much influenced by the environment, and it can create more dense and precise 3D coordinates than those of aerial LiDAR. Therefore, in this study, subject areas with different terrain conditions were selected, the terrestrial LiDAR device was used to observe the slope terrain, and a slope terrain analysis technique was proposed based on the observation results.

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A Study on the Variation of Ground Safety Factor by Earthworks

  • Kim, Jinhwan;Kwon, O-Il;Baek, Yong;Kim, Chang-Yong
    • The Journal of Engineering Geology
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    • v.24 no.3
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    • pp.333-341
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    • 2014
  • The construction of roads, tunnels, and bridges results in changes to the local terrain that may influence the ground safety factor, which represents the stability of geotechnical structures. In this study, we assessed construction sites that had collapsed as a result of terrain change, and then simulated variation in the ground safety factor with respect to terrain change caused by road construction. We assumed steep slopes to simulate changes in terrain in a mountainous area and assumed that earthworks took place for road construction by cutting a platform into the slope and altering the slope angle of the terrain both above and below the road. We calculated values of the ground safety factor through a stability analysis of the slope both above and below the road, and examined the variation in the safety factor of the above- and below-road slopes with respect to changes in road width. We found that if the slope angle was the same above and below the road, then the change in the ground safety factor during/after road construction occurred in the slope below the road, and if the slope angle above the road differed from that below, then the change occurred in both the above- and below-road slopes. Furthermore, the ground safety factor was essentially constant for road widths exceeding 2-6 m, depending on both above- and below-road slope angle. The findings of this study can be used to guide the management of construction sites and to assess changes in ground stability during road construction work, particularly in the early stages of earthworks, when the road width is narrow.

A Study on the Minimization of Cutting Slope around Tunnel Portal (지형과 사교하는 갱구부의 비탈면 최소화 방안 연구)

  • Jeong Kwan Sik;Park Ji Hoon;Kim Gun Ho;Lee Wan Jae
    • 한국터널공학회:학술대회논문집
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    • 2005.04a
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    • pp.359-371
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    • 2005
  • The Cutting slope is to be minimized when a tunnel meets the contour of slope terrain at a right angle around its portal. However, a tunnel portal has been generally installed at a right angle to the longitudinal axis of a tunnel with no consideration of the intersection angle with the slope terrain. This sometimes tended to cause huge cutting slope that resulted in many disadvantage in terms of safty, economy and environment. Therefore, the minimization of cutting slope is studied by taking the intersection angle into account, and the result is compared with that by the conventional method. In addition a design method for the inclined portal to the tunnel axis is proposed through 3D-FEM analysis, also the applicable ground condition is suggested.

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UAV Aerial Photogrammetry for Cross Sectional Extraction and Slope Stability Analysis in Forest Area (UAV 항공사진을 이용한 산림지 횡단면도 추출 및 사면안정성 평가)

  • Kim, Taejin;Son, Younghwan;Park, Jaesung;Kim, Donggeun
    • Journal of The Korean Society of Agricultural Engineers
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    • v.60 no.1
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    • pp.67-77
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    • 2018
  • The objective of this study is to extract the shape of the slope from the images acquired using UAV and evaluate its suitability and reliability when applied to slope stability analysis. UAV is relatively inexpensive and simple, and it is possible to make terrain survey by generating point clouds. However, the image acquired from UAV can not be directly photographed by the forest canopy due to the influence of trees, resulting in severe distortion of the terrain. In this study, therefore, the effects of forest canopy were verified and the slope stability analysis was performed. Images acquired in winter and summer were used, because summer images are heavily influenced by the forest canopy and winter images are not. As a result of the study, the winter image is suitable for the extraction of slope shape, but severe terrain distortion occurs in the summer image. Therefore, slope stability analysis using slope shape extracted from summer image is impossible, so it should be modified for slope stability analysis. The modified slope did not completely eliminate the distortion of the terrain, but it could express the approximate shape of the slope. As a result of the slope stability analysis, the location and shape of the failure surface are the same, and the error of the safety factor is less than 0.2, which is close to the actual slope.

Performance Improvement of TRN Batch Processing Using the Slope Profile (기울기 프로파일을 이용한 일괄처리 방식 지형참조항법의 성능 개선)

  • Lee, Sun-Min;Yoo, Young-Min;Lee, Won-Hee;Lee, Dal-Ho;Park, Chan-Gook
    • Journal of Institute of Control, Robotics and Systems
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    • v.18 no.4
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    • pp.384-390
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    • 2012
  • In this paper, we analyzed the navigation error of TERCOM (TErrain COntour Matching), which is TRN (Terrain Referenced Navigation) batch processing, caused by scale factor error of radar altimeter and proved the possibility of false position fix when we use the TERCOM's feature matching algorithm. Based on these, we proposed the new TRN batch processing algorithm using the slope measurements of terrain. The proposed technique measures on periodic changes in the slope of the terrain elevation profile, and these measurements are used in the feature matching algorithm. By using the slope of terrain data, the impact of scale factor errors can be compensated. By simulation, we verified improved outcome using this approach compared to the result using the conventional method.

AUTONOMOUS TRACTOR-LIKE ROBOT TRAVELING ALONG THE CONTOUR LINE ON THE SLOPE TERRAIN

  • Torisu, R.;Takeda, J.;Shen, H.
    • Proceedings of the Korean Society for Agricultural Machinery Conference
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    • 2000.11c
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    • pp.690-697
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    • 2000
  • The objective of this study is to develop a method that is able to realize autonomous traveling for tractor-like robot on the slope terrain. A neural network (NN) and genetic algorithms (GAs) have been used for resolving nonlinear problems in this system. The NN is applied to create a vehicle simulator that is capable to describe the motion of the tractor robot on the slope, while it is impossible by the common dynamics way. Using this vehicle simulator, a control law optimized by GAs was established and installed in the computer to control the steering wheel of tractor robot. The autonomous traveling carried out on a 14-degree slope had initial successful results.

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Walking path design considering with Slope for Mountain Terrain Open space

  • Seul-ki Kang;Ju-won Lee
    • Journal of the Korea Society of Computer and Information
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    • v.28 no.10
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    • pp.103-111
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    • 2023
  • Mountains area, especially walking in open space is important for special active field which is based on mountain terrain. Recent research on pedestrian-path includes elements about pedestrian and various environment by analyzing network, but it is mainly focusing on limited space except for data-poor terrain like a mountain terrain. This paper proposes an architecture to generate walking path considering the slope for mountain terrain open space through virtual network made of mesh. This architecture shows that it reflects real terrain more effective when measuring distance using slope and is possible to generate mountain walking path using open space unlike other existing services, and is verified through the test. The proposed architecture is expected to utilize for pedestrian-path generation way considering mountain terrain open space in case of distress, mountain rescue and tactical training and so on.

Large-eddy simulation and wind tunnel study of flow over an up-hill slope in a complex terrain

  • Tsang, C.F.;Kwok, Kenny C.S.;Hitchcock, Peter A.;Hui, Desmond K.K.
    • Wind and Structures
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    • v.12 no.3
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    • pp.219-237
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    • 2009
  • This study examines the accuracy of large-eddy simulation (LES) to simulate the flow around a large irregular sloping complex terrain. Typically, real built up environments are surrounded by complex terrain geometries with many features. The complex terrain surrounding The Hong Kong University of Science and Technology campus was modelled and the flow over an uphill slope was simulated. The simulated results, including mean velocity profiles and turbulence intensities, were compared with the flow characteristics measured in a wind tunnel model test. Given the size of the domain and the corresponding constraints on the resolution of the simulation, the mean velocity components within the boundary layer flow, especially in the stream-wise direction were found to be reasonably well replicated by the LES. The turbulence intensity values were found to differ from the wind tunnel results in the building recirculation zones, mostly due to the constraints placed on spatial and temporal resolutions. Based on the validated mean velocity profile results, the flow-structure interactions around these buildings and the surrounding terrain were examined.