• Proceedings of the Korea Information Processing Society Conference
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• 한국정보처리학회 2016년도 추계학술발표대회
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• pp.865-867
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• 2016

이 논문에서는 기존의 유동인구 조사 방법 중 사람이 직접 계수하는 관찰계수의 문제점을 보완하는 방법을 제안하고 구현 및 평가한다. 유동인구 조사 방법에서 자료 수집하는 방법으로는 크게 두 가지가 있다. 사람이 직접 계수하여 수집하는 관찰계수 방법과 각종 센서들을 활용하여 수집하는 방법이 있다. 관찰계수 방법은 자료 수집 후에 유동인구 조사 규모에 따라 절차와 분석 시간이 많이 걸린다는 문제점을 가지고 있고 각종 센서를 활용한 방법은 인체감지의 중첩, 공간의 종속성, 비용의 문제점을 가지고 있어 실효성의 문제로 인하여 여전히 관철계수를 사용한 방법이 많이 사용되고 있다. 이 논문에서는 현재 실질적으로 많이 사용되고 있는 관찰계수의 문제점을 보완하여 개선하는데 목적이 있다. 기존의 관찰계수 방법보다 제안 방법의 관찰계수로 유동인구를 조사한 결과, 기존 방법보다 제안 방법이 절차와 분석에 시간이 향상됨을 확인했다.

• The Journal of the Korea Contents Association
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• 제15권11호
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• pp.582-590
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• 2015

Road type classification and K-factors are important role when design of number of lane. In this study not only classifies road type and estimating of K-factor but also economic evaluation tries for feasibility verification. Road type analysis results, time of day traffic volume variation, weekend-factor and vacation-factor are large in recreation roads. Weekday traffic volume and weekend traffic volume are similar patterns in provincial roads. AADT is high and time of day traffic volume variation is small in urban roads. In this study compares with economic analysis that designing of number of lane between KHCM's K-factor and this study K-factor. Economic analysis results, designed roads by this study's K-factor reduce cost about 4,708 hundred million won. So this study's K-factor is economical on provincial 4 lane roads.

• Journal of Korean Society of Disaster and Security
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• 제8권1호
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• pp.5-13
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• 2015

In this study, the lateral overflow discharge coefficients for the curvatures of side weir on meandering channel were analyzed. The side weir installed in accordance with the variation of the radius of curvature of the central angle bends with $180^{\circ}$. FLOW-3D model is applied to calculate the discharge coefficients of the side-weir on meandering and straight channels and the characteristics of the discharge coefficients are analysed. In order to verify the numerical model, the results from the hydraulic experiment conducted by the former research are compared with the results simulated by FLOW-3D in the same conditions. The discharge coefficients are calculated for the ratio between curvature ($R_c$) and channel width (b), and the ratio between over flow discharge of the straight channel ($Q_{wc}$) and the meandering channel ($Q_{wc}$) are compared. As the result, the discharge coefficients depend on the weir depth on upstream, and the radius of curvature, so that the discharge coefficients of side weir on the meandering channel can be estimated by them on the straight channel.

• Journal of Korea Water Resources Association
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• 제54권12호
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• pp.1223-1232
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• 2021

In this study, a new analysis method by using a "Discharge Gini Coefficient" is presented to determine the degree of inequality in daily discharge throughout the year. The Discharge Gini Coefficient can be calculated using the area relationship with the cumulative percentage of the daily mode discharge in the ascending order according to the cumulative percentage of the date of occurrence of the daily discharge throughout the year. The Discharge Gini Coefficient is presented as a value between 0 and 1, and the degree of inequality can be divided into 5 levels. The Discharge Gini Coefficient can be used to estimate the discharge stability of the downstream point relative to the upstream point. In addition, it is possible to quantify the influence of each reference discharge on the total inequality. The applicability of the Discharge Gini Coefficient was reviewed using long-term daily discharge data at eight points upstream and downstream of the four major rivers in Korea. The Discharge Gini Coefficient can also be used to analyze the discharge control effect in the downstream by the upstream dam.

• Korean Journal of Food Science and Technology
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• 제50권2호
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• pp.244-247
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• 2018

Quantitative analysis for non-host infection bacteriophage was conducted for their enumeration. Flow cytometry and epifluorescence microscopy (EPM) were selected as counting methods. Correlation analysis was performed based on the plaque assay method on the existing host infection and consisted of Pearson correlation statistical analysis, regression analysis, and difference analysis. Analyses of 12 samples with flow cytometry and plaque assay methods showed that there was a correlation of 96.7% with Pearson correlation value r=0.967, $R^2$ 0.9352, and difference value of 1.063. Analyses of 12 samples with EPM and plaque assay methods showed that there was a correlation of 99.0% with Pearson correlation value r=0.990, $R^2$ 0.9811, and difference value of 1.605. Therefore, flow cytometry and epifluorescence microscopy would be effective for enumeration of Weissella cibaria bacteriophage with plaque assay.

• Journal of Korea Water Resources Association
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• 제49권5호
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• pp.399-410
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• 2016

In case of the application of Hazen-Williams C for design, operation or maintenance of water supply system, field situations always should be reflected on the factors. In this study, the relationships between C factors and influencing factors are analyzed using statistical techniques with 174 measured C factor data collected in periodic inspection for safety diagnosis in multi-regional water supply systems. To analyze their relationships, cross analysis, one-way ANOVA, correlation analysis were conducted. Analysis results showed that C factors had high correlations with both of elapsed year and pipe diameter and were relatively highly affected by coating material among influencing factors with the categorical type. On the other hand, elapsed year, pipe diameter and water type were meaningful influencing factors according to the results of multiple regression analysis. The Cluster analysis revealed that C factors had a tendency of being fundamentally classified on the basis of the elapsed year of about 20 years and the pipe diameter of 1500mm. Although C factors were generally greatly affected by elapsed year, size of pipe diameter relatively had an large influence on values of them in case of large diameter pipes. Lastly, It can be suggested that C factor estimation formulas using multiple regression analysis and clustering analysis in this study, can be applied as decision standards of C factor in multi-regional water supply systems.

• Proceeding of EDISON Challenge
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• 제4회(2015년)
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• pp.575-579
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• 2015

본 연구에서는 스파이럴 보강을 한 원형 실린더 주위의 유동를 분석하였다. 이를 위해 스파이럴 보강 부분을 사각형 부착물로 분리해서 나타내었다. EDISON_CFD의 가상 경계법을 이용하여 원형 실린더와 부착물 주위의 유동 현상을 해석하였다. 부착물의 두께와 각도를 다르게 하여 각각의 공력 계수와 총 합력을 구하고 이에 따른 특성을 분석하였다.

• Journal of The Korean Radiological Technologist Association
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• 제28권1호
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• pp.276-276
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• 2002

• Proceedings of the Korea Water Resources Association Conference
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• 한국수자원학회 2008년도 학술발표회 논문집
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• pp.1585-1588
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• 2008

조도계수를 산정하는데는 수많은 방법이 있다. 그러나 일반적으로 하천정비기본계획(또는 댐실시설계보고서 등 각종보고서)의 조도계수를 그대로 적용하거나, 기준이 모호한 조도계수정보테이블(Roughness Coefficients Information Table)을 이용하고 있다. 하천의 이용은 시대에 따라 달라지며 최근 하천정비 사업의 급속한 진행으로 하천정비기본계획의 조도계수 또한 하천형상을 정확히 반영하기 어려운 현실이다. 소하천의 경우 하천정비기본계획 마저 수립되어 있지 않은 경우도 있어 조도계수로 인한 하천모의에 영향은 매우 크다. 따라서 소하천의 정확한 모의를 위해서는 소하천에 적합한 조도계수 산정방법에 대한 비교분석이 선행되어야 한다. 그러므로 본 연구에서는 실제 소하천에서 획득한 실측자료로부터 다양한 조도계수 산정방법을 적용하여 그 결과를 비교 분석하였다.

• The Korean Journal of Applied Statistics
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• 제35권3호
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• pp.421-434
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• 2022

Chatterjee (2021) proposed a new correlation coefficient ξ. Focusing on two questions (1. Is ξ coefficient distinguishable for Anscombe's quartet data set?, 2. How does the ξ coefficient value change according to the number of data for various kinds of scatterplots?), an exploratory data analysis is attempted for ξ coefficient. We can compare three measures (ξ coefficient, Pearson's correlation coefficient and mutual information).