• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.1822-1826
• /
• 2009

최근 국내 하천복원사업의 방향(패러다임)이 구하도를 포함한 홍수터의 중요성을 인식하게 됨에따라 과거 하천사업 시 발생되었던 폐천구역을 가능한 한 하천구역에 편입하여 보존하려는 노력이 시도되고 있다. 본 연구는 하천복원사업의 일환으로 함평천 구하도 복원을 함으로써 발생할 수 있는 흐름특성변화 및 하상변화를 파악하기 위한 목적으로 수리모형실험과 수치모의를 수행하였다. 실험대상구간은 함평천 중류 구하도 복원구간(1.34 km)이며, 수리모형은 Froude 상사법칙에 따라 수평축척 1/50, 연직축척 1/25의 모형으로 제작하였다. 실험조건으로는 재현기간 50년, 100년의 홍수량과 강턱유량 두 케이스$(100\;m^3/s$, $120\;m^3/s)$를 적용하였고, 구하도 복원수로의 흐름특성은 고정상 조건에 대해 분석하였다. 구하도 복원전/후의 홍수위 비교를 통해 구하도 복원후의 하도에서는 단면확대로 인한 통수능 증가로 홍수위 저감효과를 확인 할 수 있었다. 구하도 복원후의 유속변화는 통수능의 증가로 복원전에 비해 저감되었다. 기존하도와 복원하도간의 유속차가 다소 크게 나타났는데 이는 복원하도의 단면형상과 와류발생으로 인해 나타난 것으로 판단된다. 복원하도내의 유황은 일부구간에서 흐름정체현상과 역류현상이 발생되는데 이 구간에는 퇴적현상이 예측된다. 수리모형실험의 유사퇴적경향과 FESWMS 모형의 하상전단력을 비교한 결과는 유사하게 나타났으며, 복원하도의 넓은 둔치지역에 넓은 퇴적층이 형성되어 차후 환경구조물 등을 이용한 흐름제어 및 유지관리대책에 의한 문제해결이필요할 것으로 판단된다.

• The Journal of the Acoustical Society of Korea
• /
• v.21 no.7
• /
• pp.624-631
• /
• 2002

The insertion loss of the noise barriers with several top shape is measured in an anechoic room by using a reduced scale model test. The insertion loss differences between a straight vertical barrier having 0.3 m height and several barriers with simple top shaped are compared. The results show that the latter is more effective than the former and absorptive barrier is more effective than the reflective one. Among the barrier types of 'T', 'Y', and '(equation omitted)', type 'Y' is the best one and the rest have similar effect. This result is well agree with Alfredson (PIOC. Inter-Noise 95, p. 381, 1995)'s but contradict to May (J. Sound Vb. 71, p. 73, 1980)'s. Therefore, it is difficult to determine which type is the best. In order to find out this discrepancy, boundary element method is adopted and the result shows one can have different result because each supposed different experimental conditions like height of noise barrier, positions of sound source and receiver, etc.

• Journal of the Society of Naval Architects of Korea
• /
• v.50 no.5
• /
• pp.291-297
• /
• 2013

Generally, form factor is determined through ITTC method. Determining the form factor from ITTC method includes the assumption that the form factor of a full-scale ship is the same value as its model ship. In other words, the form factor is independent on Reynolds number. However, for the more appropriate prediction of the resistance performance of a full-scale ship, the form factor must be determined with the consideration of the variation attendant on Reynolds number. In this research, several Geosim ship models are adopted to investigate the scale effect, and correlation lines of form factor are improved to suggest the better extrapolation method for the prediction of the form factor of full-scale ship. The corrected form factors using the correlation lines are compared with those determined from the results of low-speed resistance tests. To consider the influence of hull form, the correlation lines are determined for the group of high-speed ships and the group of low-speed ships, respectively. The corrected form factors have shown good agreement among the prediction results from each Geosim ship model to the full-scale ship.

• Journal of the Korean Society for Railway
• /
• v.19 no.2
• /
• pp.124-134
• /
• 2016

Research on low height noise barriers installed adjacent to railways to reduce the height of the noise barrier has actively progressed in many countries except Korea. The performance of low height noise barriers is evaluated to identify barrier acoustic characteristics using a scale model of the barrier in the present research. As shown in the experimental results, if it is considered the installation of 'ㄱ' type noise barrier, sound absorption material should be installed on both the top and the vertical surfaces of the barrier to improve insertion loss. Also, an analytical method such as the boundary element method, rather than a simple empirical equation, is required to evaluate the insertion loss of the barrier. In addition, noise level increase in passenger position is very small if a barrier with sound absorption material is installed. Finally, the two dimensional boundary element method is implemented to predict the acoustic characteristics of the low height barrier; the possibility of the application is confirmed from a comparison of the results of measurements and predictions.

• Korean Journal of Remote Sensing
• /
• v.36 no.2_2
• /
• pp.277-292
• /
• 2020

The purpose of this study is to propose the possibility of precise surface sedimentary facies classification and a more accurate classification method by generating the large-scale map of surface sedimentary facies based on UAV data and object-based image analysis (OBIA) for Hwang-do tidal flat in Cheonsu bay. The very high resolution UAV data extracted factors that affect the classification of surface sedimentary facies, such as RGB ortho imagery, Digital elevation model (DEM), and tidal channel density, and analyzed the principal components of surface sedimentary facies through statistical analysis methods. Based on principal components, input data to be used for classification of surface sedimentary facies were divided into three cases such as (1) visible band spectrum, (2) topographical elevation and tidal channel density, (3) visible band spectrum and topographical elevation, tidal channel density. The object-based image analysis classification method was applied to map the classification of surface sedimentary facies according to conditions of input data. The surface sedimentary facies could be classified into a total of six sedimentary facies following the folk classification criteria. In addition, the use of visible band spectrum, topographical elevation, and tidal channel density enabled the most effective classification of surface sedimentary facies with a total accuracy of 63.04% and the Kappa coefficient of 0.54.

• Economic and Environmental Geology
• /
• v.42 no.3
• /
• pp.273-282
• /
• 2009

To render more valuable information, a spatial database is being constructed from digitalized maps in the geographic areas. Transferring file-based maps into a spatial database, facilitates the integration of larger databases and information retrieval using database functions. Geological mapping is the graphical interpretation results of the geological phenomenon by geological surveyors, which is different from other thematic maps produced quantitatively. These features make it difficult to construct geologic databases needing geologic interpretation about various meanings. For those reasons, several organizations in the USA and Australia are suggesting the data model for the database construction. But, it is hard to adapt to a domestic environment because of the representation differences of geological phenomenon. This paper suggests the data model adaptive in domestic environment analyzing 1:50,000 scales of geologic maps and more detailed mine geologic maps. The suggested model is a logical data model for the ArcGIS GeoDatabase. Using the model it can be efficiently applicable in the 1:50,000 scales of geological maps. It is expected that the geologic data model suggested in this paper can be used for integrated use and efficient management of geologic maps.

• Journal of the Korean association of regional geographers
• /
• v.7 no.1
• /
• pp.35-50
• /
• 2001

Since remotely sensed images of coastal wetlands are very sensitive to spatial resolution, it is very important to select an optimum resolution for particular geographic phenomena needed to be represented. Scale is one of the most important factors in spatial analysis techniques, which is defined as a spatial and temporal interval for a measurement or observation and is determined by the spatial extent of study area or the measurement unit. In order to acquire the optimum scale for a particular subject (i.e., coastal wetlands), measuring and representing the characteristics of attribute information extracted from the remotely sensed images are required. This study aims to explore and analyze the scale effects of attribute information extracted from remotely sensed coastal wetlands images. Specifically, it is focused on identifying the effects of scale in response to spatial resolution changes and suggesting a methodology for exploring the optimum spatial resolution. The LANDSAT TM image of Sunchon Bay was classified by a supervised classification method, Six land cover types were classified and the Kappa index for this classification was 84.6%. In order to explore the effects of scale in the classification procedure, a set of images that have different spatial resolutions were created by a aggregation method. Coarser images were created with the original image by averaging the DN values of neighboring pixels. Sixteen images whose resolution range from 30 m to 480 m were generated and classified to obtain land cover information using the same training set applied to the initial classification. The values of Kappa index show a distinctive pattern according to the spatial resolution change. Up to 120m, the values of Kappa index changed little, but Kappa index decreased dramatically at the 150m. However, at the resolution of 240 m and 270m, the classification accuracy was increased. From this observation, the optimum resolution for the study area would be either at 240m or 270m with respect to the classification accuracy and the best quality of attribute information can be obtained from these resolutions. Procedures and methodologies developed from this study would be applied to similar kinds and be used as a methodology of identifying and defining an optimum spatial resolution for a given problem.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.17 no.12
• /
• pp.453-458
• /
• 2016

While the design of weirs requires a scour-considered strategy, research on the analysis of the effectiveness of hydraulic energy dissipaters and design criteria are scarce due to the limited experimental facilities and restraint in the experiment conduction period. The study analyzed the scour dissipation effect of multidirectional dissipaters to improve the scour problems of a weir downstream and suggests design criteria to minimize scour. A hydraulic model experiment was conducted for Nakdong River Hapcheon-Changnyeong Weir and a model in 1/25 of horizontal accumulation and 1/25 of vertical accumulation was produced. The experimental equipment was classified into channels and a flow rate supply and an underwater pump were installed to enable flow at a maximum of 2.0 m3/s. The experimental inflow was 1.3 m3/s, the upstream water level was 0.36 m, downstream water level was 0.24 m, and a cylinder wooden baffle, a dissipater, with a diameter of 0.05 m was made. A 3D scanner was also used for an accurate scour depth comparison for a length change of the baffle before and after installing the baffle. When the baffle was arranged in the shape of a V, the depth of scour decreased by 36% while the scour length decreased by 49% due to flow reduction compared to that before installing the baffle.

• Proceedings of the Korean Society of Surveying, Geodesy, Photogrammetry, and Cartography Conference
• /
• 2004.04a
• /
• pp.299-302
• /
• 2004

최근에 상용화되어 있는 영상 중 가장 고해상도인 ikonos 영상은 공간해상도가 높기 때문에 더 많은 지형지물 정보를 포함하고 있다. 그러나 이러한 커다란 장점과 더불어 고층건물이나 높은 표고의 지형에서 발생하는 기복변위 보정이라는 소축척 영상에서 볼 수 없었던 새로운 문제가 등장하였다. 특히, 이러한 고해상도 영상들은 산악지역에서 식생에 대한 세밀한 정보를 제공하지만 상대적으로 높은 고도를 가지고 있기 때문에 발생하는 기복왜곡과 그림자 효과가 자료의 이용에 제한요인으로 작용하게 된다. 본 연구에서는 ikonos 고유의 센서정보와 수치지형도를 통하여 획득한 DEM(수치표고모델)을 이용하여 정밀편위보정방법(Difference rectification method) 방법에 의해 기하보정을 수행하고 그 결과 발생하는 산악지역에서는 기복변위를 분석하였다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 1992.07a
• /
• pp.86-97
• /
• 1992

측류취수로와 만곡부가 있는 원형수로를 1:20으로 축척한 모형수로에 대해 수리모형실험을 수행하여 만곡부에서의 유속, 수위와 유황과 같은 수리학적 특성을 살펴보고, 측류취수로가 만곡부에 미치는 영향을 살펴보고자 한다. 도한 모형수로에 대해 ADI방법으로 천수방정식을 수치해석하여 얻은 만곡부에서의 수리학적 특성을 실험에 의한 것과 비교하여 사용된 수치기법으로 검증하였다. 대상이 된 전영역에 대하여 수리모형실험에서 얻어진 유속, 수위와 유황은 수치해석한 결과와 잘 일치한다. 그러나 직각좌표계를 사용함으로서 상대적으로 만곡부에서 단면축소 효과가 발생하므로 수치해석으로 얻어진 유속은 만곡부에서 실험치보다 약간 크게 나타나는데, 이것은 격자간격을 줄이면 개선되리라 판단된다. 수리모형실험과 수치해석 모두 만곡부 외측의 수위가 상승하고 내측의 유속이 빨라지는 만곡부의 특성을 잘 모사하고 있다. 만곡부 직전에 측류취수로가 있을 경우 측류취수로의 영향이 만곡수로내까지 미침을 알 수 있었다.