• Title/Summary/Keyword: 편중 계수

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Image Denoising using an Asymmetric Analysis Filter in the Wavelet Domain (비대칭 분해 필터를 통한 웨이블릿 영역에서의 영상 잡음 제거)

  • 오준환;최창렬;정제창;김영섭
    • Proceedings of the IEEK Conference
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    • 2003.07e
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    • pp.1723-1726
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    • 2003
  • 본 논문에서는 상세 부밴드에서의 PSNR과 웨이블릿 계수의 계층적 데이터 구조 측면에 초점을 맞추어 웨이블릿 영역에서의 신호 해석을 통한 잡음 제거를 연구하였다. 제안된 방식은 기존의 방식들과는 달리 수직 또는 수평 방향의 고주파 성분에 의한 상세 부밴드에서의 에너지 편중을 고려하여 이들의 에너지의 편중에 따른 분해 필터를 적응적으로 설계하고 부밴드의 에너지를 재분배시켜 성능을 향상 시켰으며, 웨이블릿 계수의 상호 의존성을 고려한 지역윈도우 사용해 기존의 방식을 개선하였다.

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Development of empirical formula for imbalanced transverse dispersion coefficient data set using SMOTE (SMOTE를 이용한 편중된 횡 분산계수 데이터에 대한 추정식 개발)

  • Lee, Sunmi;Yoon, Taewon;Park, Inhwan
    • Journal of Korea Water Resources Association
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    • v.54 no.12
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    • pp.1305-1316
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    • 2021
  • In this study, a new empirical formula for 2D transverse dispersion coefficient was developed using the results of previous tracer test studies, and the performance of the formula was evaluated. Since many tracer test studies have been conducted under the conditions where the width-to-depth ratio is less than 50, the existing empirical formulas developed using these imbalanced tracer test results have limitations in applying to rivers with a width-to-depth ratio greater than 50. Therefore, in order to develop an empirical formula for transverse dispersion coefficient using the imbalanced tracer test data, the Synthetic Minority Oversampling TEchnique (SMOTE) was used to oversample new data representing the properties of the existing tracer test data. The hydraulic data and the transverse dispersion coefficients in conditions of width-to-depth ratio greater than 50 were oversampled using the SMOTE. The reliability of the oversampled data was evaluated using the ROC (Receiver Operating Characteristic) curve. The empirical formula of transverse dispersion coefficient was developed including the oversampled data, and the performance of the results were compared with the empirical formulas suggested in previous studies using R2. From the comparison results, the value of R2 was 0.81 for the range of W/H < 50 and 0.92 for 50 < W/H, which were improved accuracy compared to the previous studies.

Statistical Properties of Material Strength of Concrete, Re-Bar and Strand Used in Domestic Construction Site (국내 현장의 콘크리트, 철근 및 강연선 재료 강도에 대한 통계 특성 분석)

  • Paik, In-Yeol;Shim, Chang-Su;Chung, Young-Soo;Sang, Hee-Jung
    • Journal of the Korea Concrete Institute
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    • v.23 no.4
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    • pp.421-430
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    • 2011
  • As a fundamental study to introduce the reliability-based design code, a statistical study is conducted for the material strength data collected from domestic construction sites. In order to develop a rational design code based on statistics and reliability theory, it is essential to obtain the statistical properties of material strength. Material strength data for concrete, reinforcing bars, and prestressing strands which are used in domestic construction sites are collected and statistically analyzed. Then, the statistical properties are compared with those used in the process of the reliability-based calibration of internationally leading design codes. The statistical properties of the domestic data are such that the bias factor is relatively uniform between 1.13 and 1.20 and the coefficient of variation is below 0.10. Reinforcing bar data show difference among different manufacturers but there is not much difference among re-bar diameters. In the case of tendons, which are high strength materials, both of the domestic and foreign data show smaller values of the bias factor and the coefficient of variation than those of concrete and re-bar. Statistical distribution of all the material strength can be properly assumed as normal, log-normal, or Gumbel distribution after analyzing the classified data by individual construction site and manufacturer rather than the mixed data obtained from different sources in order to express the individual distribution of each structure.

Assessment of Counting Efficiency of a Whole Body Counter by Human Body Size and Standing Position Using Monte Carlo Method (몬테카를로 방법론을 이용한 측정 대상의 인체 크기와 측정 위치에 따른 전신계수기 계수효율 평가)

  • Pak, Min Jung;Yoo, Jae Ryong;Ha, Wi-Ho;Lee, Seung-Sook;Kim, Kwang Pyo
    • Journal of Radiation Protection and Research
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    • v.39 no.1
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    • pp.46-53
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    • 2014
  • For the case of radiation emergency, it is required to assess internal contamination of the public, including children as well as adults. The objective of the present study was to assess counting efficiency of a whole body counter by human body size and standing position of the measurement person. In this study, the FASTSCAN whole body counter used at National Radiation Emergency Medical Center of Korean Institute of Radiological and Medical Science was simulated by a radiation transport computer code. The simulation results of the counting efficiencies agreed well with measurements within the 2% of discrepancy for 4-year child and 5% for adults. The standing positions of the people were adjusted by body size to find the consistent trend of the counting efficiencies by human body size. Body size scaling factors of the whole body counter were derived to consider human body size and improve the measurement accuracy. The counting efficiency assessment methodology in this study can be successively used to improve the measurement accuracy when using a whole body counter for the case of radiation emergency.

An Analysis of Degree of Visitor Concentration of Forested National Parks Using the Gini Coefficients and Lorenz Curve (지니계수와 로렌츠곡선을 이용한 산악형 국립공원의 탐방집중도 분석)

  • Han, Sang-Yoel
    • Journal of Korean Society of Forest Science
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    • v.95 no.4
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    • pp.476-483
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    • 2006
  • This study tried to estimate the concentration indices of 15 forested national parks using Gini coefficient and Lorenz curve which can be measure the degree of inequality. The concentration indices were estimated by two parts which are yearly index for the periods of 1997-2005 and travel origin area(city or province) distribution index each national park. The empirical results were as follows: first, yearly Gini coefficients showed severe inequality. Particularly, 2004 and 2005 Gini coefficients were .453 and .446. which are intensive inequality compared with other years. Second, in travel origin area distribution each national park, Gini coefficients of Bukhansan and Kyeryungsan national park were .916 and .855 which are the great inequality compared with other national parks. The other hand, Gini coefficients of Dukyusan and Byunsanbando national parks were .508 and .628 which are the lowest inequality. The national park policy manager should find out the factors of concentration and deconcentration each year and national park and decided the visitor distribution policy which visitor size and scope for balancing the natural resources use.

A Study on the Economic Impact of Focused on the Input-output Table in the FDI inflow (산업연관표를 이용한 국내 외국인직접투자의 경제적 파급효과 분석)

  • Ji, Young-Han
    • International Commerce and Information Review
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    • v.18 no.1
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    • pp.235-258
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    • 2016
  • This study is to arrange the amount of foreign direct investment(FDI) inflow into the country between 2011 and 2013, using the Input-output Table on the basis of the bench-mark table of the same period, based on the Industry Relation Table. As a result, the average amount of FDI inflow of the three years was estimated 15.3 trillion won, and the average gross product inducement amount 45.8 trillion won. The characteristic of FDI inflow is that it is weighted in the industries with the high index of the sensitivity of dispersion and the high index of the power of dispersion, such as chemical products, electric and electronic equipment and metal products. It is especially anticipated to attract FDI to the industry with the high index of the sensitivity of dispersion used as the intermediary product.

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Applicability of index method for stream suspended sediments estimation (하천 부유사량 산정을 위한 지표 부유사 측정법 적용성 검토)

  • Lee, Sin Jae
    • Proceedings of the Korea Water Resources Association Conference
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    • 2021.06a
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    • pp.231-231
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    • 2021
  • 하천 및 하천시설물 관리 등을 위해서는 유역에서 하천으로 유출되는 유사량 파악이 필요하다. 현재 유사량측정은 하천에서 여러 개(3~7개)의 측선에서 부유사채취기를 이용하여 측정하여 농도를 분석하여 유사량을 산정하게 된다. 본 연구는 유량측정 기법 중 최근 자동유량측정기술에 활용하는 지표유속법(index velocity method)을 부유사량 측정에 적용하고 검토하였다. 지표법(index method) 적용 방법은 여러 개의 측선에서 측정된 부유사농도와 평균농도와의 관계를 분석하고, 평균농도와 가장 상관성이 높은 측선의 부유사농도를 지표 부유사농도로 설정하여 지표부유사 농도와 평균부유사농도와의 관계식을 개발하여 부유사량 산정에 활용하였다. 대상하천은 주천강에 위치한 영월군(주천교) 지점을 선정하였으며, 2020년 주요 홍수사상에서 27개의 부유사 측정성과를 확보하였다. 부유사 측정을 위하여 5개의 측선에서 부유사를 측정하였고, 부유사농도 규모는 2.20~373.20mg/ℓ이다. 평균부유사농도와 가장 상관성(상관계수 0.9988)이 높은 4번 측선의 부유사농도를 지표부유사농도로 설정하고 평균부유사농도와 지표부유사농도의 관계식을 개발하였다. 그 결과 지표관계식의 결정계수(R2)는 0.9977로 매우 높게 산정되었으며, 실측 평균부유사농도와 계산 평균부유사농도의 편차율은 평균 26.71%(0.60~103.26%)로 분석되었다. 편차율은 상대적으로 부유사농도가 낮은 성과에서 높았으며, 부유사농도가 10mg/ℓ 이상에서는 편차율이 14.81%로 1/2 가까이 줄어들었다. 즉 유량이 적은 경우 흐름 및 부유사가 하천의 일부구간으로 불규칙하게 편중되거나 흐름 전체적으로 확산되지 않아 편차율이 높게 산정되는 것으로 판단된다. 이러한 결과를 볼 때 홍수시 부유사농도의 지표법을 이용한 부유사량 산정이 가능 할 것으로 판단된다.

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Analysis of Seoul Metropolitan Subway Network Characteristics Using Network Centrality Measures (네트워크 중심성 지표를 이용한 서울 수도권 지하철망 특성 분석)

  • Lee, Jeong Won;Lee, Kang Won
    • Journal of the Korean Society for Railway
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    • v.20 no.3
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    • pp.413-422
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    • 2017
  • In this study we investigate the importance of the subway station using network centrality measures. For centrality measures, we have used betweenness centrality, closeness centrality, and degree centrality. A new measure called weighted betweenness centrality is proposed, that combines both traditional betweenness centrality and passenger flow between stations. Through correlation analysis and power-law analysis of passenger flow on the Seoul metropolitan subway network, we have shown that weighted betweenness centrality is a meaningful and practical measure. We have also shown that passenger flow between any two stations follows a highly skewed power-law distribution.

The Effects of the Urban Spatial Structure on Traffic Congestion Costs (도시의 형태가 교통혼잡비용에 미치는 영향연구)

  • Lee, Tae-Kyung;Won, Jae-Mu
    • International Journal of Highway Engineering
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    • v.13 no.3
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    • pp.147-156
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    • 2011
  • Since the urbanization process has been taking place, negative outcomes such as environmental pollution and traffic congestion have produced as well. Reflecting the phenomenon, our study assumed that physical structure of urban form were implicit in relation to both economic performance and cost. It can be interpreted that as the urban space has been growing bigger, economic performances such as regional product output, economy of scale and the effect of agglomeration economies are increased. On the contrary, the negative effects such as environmental pollution and traffic congestion were incurred as economic loss and expenses. It means that even though economic performance can help increase regional product output, we should consider the loss on economic expenses which are paid for social problems such as environmental pollution and traffic congestion, which are caused by urbanization. Therefore, this study aims to statistically validate the relationship between traffic congestion as the most representative economy costs and physical characteristics of urban in a large city such as Seoul and to suggest its implications. As a result of model development for empirical analysis, GRDP(0.604), the population(0.582), employment GINI coefficients(0.296), population GINI coefficients(0.254) in order led to congestion cost. We can come to the conclusion that in case of scale factor such as the population, if the population tends to concentrate, urban becomes more crowded and that if GINI coefficients (the population, employment) which are variable on inequality according to region have the disparity with surrounding areas, congestion cost is caused a lot on account of movement related with employment. In addition, this phenomenon was caused if both the population and employment were geographically biased on one side.

Proposed Landslide Warning System Based on Real-time Rainfall Data (급경사지 붕괴위험 판단을 위한 강우기반의 한계영역 설정 기법 연구)

  • Kim, Hong Gyun;Park, Sung Wook;Yeo, Kang Dong;Lee, Moon Se;Park, Hyuck Jin;Lee, Jung Hyun;Hong, Sung Jin
    • The Journal of Engineering Geology
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    • v.26 no.2
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    • pp.197-205
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    • 2016
  • Rainfall-induced landslide disaster case histories are typically required to establish critical lines based on the decrease coefficient for judging the likelihood of slope collapse or failure; however, reliably setting critical lines is difficult because the number of nationwide disaster case histories is insufficient and not well distributed across the region. In this study, we propose a method for setting the critical area to judge the risk of slope collapse without disaster case history information. Past 10 years rainfall data based on decrease coefficient are plotted as points, and a reference line is established by connecting the outermost points. When realtime working rainfall cross the reference line, warning system is operating and this system can be utilized nationwide through setting of reference line for each AWS (Automatic Weather Station). Warnings were effectively predicted at 10 of the sites, and warnings could have been issued 30 min prior to the landslide movement at eight of the sites. These results indicate a reliability of about 67%. To more fully utilize this model, it is necessary to establish nationwide rainfall databases and conduct further studies to develop regional critical areas for landslide disaster prevention.