• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.947-947
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• 2012

현재 국내 하천의 설계홍수량은 하천정비 기본계획이나 유역종합 치수계획 등을 통하여 특정 빈도의 단일 홍수량의 형태로 고시되고 있다. 이러한 설계홍수량은 홍수량 산정 지침에 따라 산정되며, 최종적으로 결정된 설계홍수량을 기준으로 하도계획이나 교량, 암거 등의 설계를 실시하였다. 하지만 많은 수의 홍수조절용 다목점 댐과 강변저류지 등 각종 수리조작 구조물들이 축조되면서부터 홍수량을 시간별로 조절할 수 있게 되었다. 따라서 종전과 같이 단일 설계홍수량 값만으로는 신설되는 수리조작 구조물의 최적 규모 및 운영방법을 결정하는데 어려움이 있다. 이러한 이유로, 본 연구에서는 Nash 모형을 사용하여 특정유역의 유출특성이 반영된 대표단위도를 산정하고 여러 가지 형태의 강우사상에 적용하여, 유역의 특정지점에서 특정홍수량에 대하여 발생의 개연성이 충분하고 수공구조물의 설계와 효과에 가장 중요하게 영향을 미칠 수 있는 설계 홍수수문곡선을 산정하는 것을 목적으로 하며, 일련의 과정을 프로그램화 시켜 실무적으로 활용될 수 있도록 하였다. 본 연구의 결과로 나타나는 설계홍수수문곡선은 곡선의 첨두부와 형상에 따라, 동일한 규모의 수공구조물 일지라도 그 효과가 달라지기 때문에 수공구조물의 효과를 최대로 하기위한 구조물 형태와 조작 및 운영방법을 결정하는데 도움이 될 것이다.

• Journal of the Korean Society of Surveying, Geodesy, Photogrammetry and Cartography
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• v.24 no.1
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• pp.131-138
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• 2006

Recently, data gathering and algorithm developing are in progress for the GIS application using point feature. Several researches prove that verification of the spatial clustering and evaluation of inter-dependencies between event and control are possible. On the other hand, most of the point features as GIS data are gathered by indirect method, such as address geo-coding, rather than by direct method, such as field surveying. Futhermore, lots of statistics by administrative district based on the point features have no coordinates information of the points. In this study, calculating the K-index in GIS environment, to evaluate the effect of aggregation of raw data on K-index, K-indices estimated from raw data (parcel unit), topographically aggregated data (block unit), administratively aggregated data (administrative district unit) are compared and evaluated. As a result, point feature, highly clustered in local area, is largely distorted when aggregated administratively. But, the K-indices of topographically aggregated data is very similar to the K-indices of raw data.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.36 no.3
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• pp.439-449
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• 2016

The methodology of synthetic unit hydrograph using geomorphic characteristics was suggested. Six geomorphic components over 19 watersheds were used to estimate synthetic unit hydrograph and the test watersheds were classified into two groups on the basis of the area of $200km^2$. The regression formulas between standardized geomorphic characteristics for each group and peak quantities of specific streamflow and time of representative unit hydrograph were suggested and the Nash and the Clark unit hydrographs were derived. For verifying the derived unit hydrographs, the resulting hydrographs were compared with the ones using the existing Clark unit hydrographs based on the empirical parameter estimation for the 145 storm events during 2010 to 2011 for the additional six watersheds. The results showed the relatively higher performance over the existing synthetic unit hydrograph methods, which could be a contribution to the hydrologic estimation in ungauged watersheds.

• International Journal of Highway Engineering
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• v.11 no.3
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• pp.111-120
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• 2009

Recently, pay adjustment regulation (PAR) has been developed to induce better performing road pavements around the country. This regulation was successfully applied during rehabilitation of highway flexible pavements for the first time, and their results are the focus of this paper. For highway pavements, a lot has been defined by typical amount of works a day. This lot was further divided into several sublots depending on field conditions. According to AASHTO Quality Assurance Guide Specification, pay factors for each lot were statistically determined with field measurements of five performance indicators. And composite pay factors were calculated by accounting for the impact of individual performance indicators on a long-term performance of pavement. In 2008, the PAR was tested with asphalt overlays conducted at all six local headquarters of Korea Expressway Corporation. Also, concerns raised during implementation are discussed in this paper. Limited data used in this study showed that if all performance indicators fall within the construction limits with less variances final construction costs may increase by 50%, whereas 10% reduction in construction costs could be necessary if key performance indicators such as density do not meet the construction quality requirements.

• Journal of KIISE:Software and Applications
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• v.26 no.5
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• pp.657-664
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• 1999

비디오가 급격히 대중 매체로 부상함에 따라 비디오 자원 관리의 중요성이 부각되고 있다. 비디오를 색인하고 구조화하기 위해 샷이나 에피소드 등 여러 단위로 비디오를 분할하기 위한 기법들이 소개되었다. 각 기법은 나름대로의 장점이 있으나 대부분의 경우 비디오 전체를 조사하기 때문에 시간이 무척 소요된다는 단점이 있다. 따라서 본 논문에서는 비디오 분할과정에서 프레임들간의 특징 차이를 계승하여 비디오의 주요프레임들은 짧은 시간안에 검출할 수 있는 새로운 기법을 제안한다. 이 기법은 비디오의 에피소드들을 대표하는 프레임들뿐만 아니라 에피소드가 포함하는 샷들을 대표하는 프레임들도 동시에 추출해준다. 실험을 통하여 제안한 기법이 기존의 기법보다 정확성과 신속성 모든 면에서 우수함을 보였다.

• Journal of Korean Library and Information Science Society
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• v.44 no.2
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• pp.5-26
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• 2013

The goal of this study is to analyze the feasibility of establishment of the collaborative repository for public libraries in Korea. To that end, its feasibilities were analyzed from the sides of the relevant laws, national policy, library's recognition, and actual collection space. As a result, the feasibility of establishment of the collaborative repository was revealed by enough. Accordingly, based on the this basic research, there is a need to develop immediately the construction and operation model of the collaborative repository. And the Ministry of Culture, Sports and Tourism, and metropolitan city and province must grant priority of cultural policy in the establishment of the collaborative repository.

• Proceedings of the Korea Water Resources Association Conference
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• 2002.05b
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• pp.1334-1339
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• 2002

The objective of this study is to help practicing engineers easily use the Clark model which is used for estimating the magnitude of design flood for small stream. A representative unit hydrograph was derived on the basis of the past rainfall-runoff data and unit hydrographs, and the storage coefficient of Clark model was estimated by using hydrograph recession analysis. Since the storage coefficient(K) is a dominating factor among the parameters of Clark method, a mulitple regression formula, which has the drainage area, main channel length and slope as parameters, is propsed to estimate K value of a basin where measured data are missing. The result of regression analysis showed that there is a correlation between a storage coefficient(K) and aforemetioned three parameters in homogenious basins. A regression formular for K was derived using these correlations in a basin of Han River, Nakdong River, Young River, Kum River and Sumjin River

• Proceedings of the Korea Water Resources Association Conference
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• 2016.05a
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• pp.487-491
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• 2016

영산강 섬진강수계는 1999년 한강수계(경기도 7개 시군)에서 임의제로 도입한 이후 2002년 낙동강, 금강수계와 함께 의무제 기반으로 오염총량제를 추진하고 있다. 이에 따라 2004년부터 영산강물환경연구소에서 영산강 섬진강수계의 단위유역 말단 지점의 유량과 수질을 약 8일 간격으로 동시에 측정함으로서 단위유역 내 오염원으로부터 배출된 오염물질이 말단에서 실제 나타나는 오염부하량(유달부하량)의 파악이 가능하게 되었다. 그러나 최근 4대강사업으로 하천의 구조적 수질관리 환경의 커다란 변화가 있어 기존 모니터링지점에 대한 전면적인 재검토가 필요하게 되었다. 본 연구에서는 영산강 섬진강수계의 수질총량측정망 총 56개 지점을 대상으로 설치목적과 선정기준에 대한 적합성평가를 위한 평가기법을 공간적 대표성, 수리학적 안정성, 시간적 대표성, 정보취득 안정성의 4개 특성과 13개 평가부문, 20개 평가항목으로 3단계 평가기법으로 구성하여 개발하였으며 평가 결과, I등급이 29개소(53%), II등급이 25개소(45%), III등급이 2개소(3%)로 평가되었으며, 변경 및 폐쇄 권장에 해당하는 IV~V등급으로 평가된 지점은 없는 것으로 평가되어 대체로 우수한 지점들로 구성되어 있음을 확인하였다.

• Journal of KIISE:Computing Practices and Letters
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• v.9 no.1
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• pp.1-12
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• 2003

Recently, many researches into distributed processing on Internet, and multimedia data processing have been performed. Rapid and convenient multimedia services supplied with high quality and high speed are to be needed. In this paper, we design and implement clip-based video retrieval system on the Web enviroment in real-time. Our system consists of the content-based indexing system supporting convenient services for video content providers, and the Web-based retrieval system in order to make it easy and various information retrieval for users in the Web. Three important methods are used in the content-based indexing system, key frame extracting method by dividing video data, clip file creation method by clustering related information, and video database construction method by using clip unit. In Web-based retrieval system, retrieval method ny using a key word, two dimension browsing method of key frame, and real-time display method of the clip are used. In this paper, we design and implement the system that supports real-time display method of the clip are used. In this paper, we design and implement the system that supports real-time retrieval for video clips on Web environment and provides the multimedia service in stability. The proposed methods show a usefulness of video content providing, and provide an easy method for serching intented video content.

• The Journal of Engineering Geology
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• v.24 no.2
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• pp.247-260
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• 2014

Rock masses at the site for the $2^{nd}$ step construction of the KAERI Underground Research Tunnel (KURT) are divided into six units to establish a rock mechanics model that is dependent on the geological characteristics and degree of joint development. The site primarily consists of three granitic units (G1, G2, and G3), two dykes (D1 and D3), and a fault zone of poor rock mass quality (F3). The F3 unit crosses the tunnel at the beginning of the site of $2^{nd}$ step construction. The rock masses of each unit are classified by RMR (Rock Mass Rating), Q-system, and RMi (Rock Mass Index), all based on borehole logging data. The deformation modulus, rock mass strength, cohesion, and friction angle for each unit are calculated using established empirical relationships. The representative rock mass classification and geotechnical parameters for the rock mass units are established, and a rock mechanics model for the site is proposed, which will be useful in the design and stability analysis of the $2^{nd}$ step construction of KURT.