• Journal of the Korean Society of Hazard Mitigation
• /
• v.6 no.4 s.23
• /
• pp.37-47
• /
• 2006

Urban development results in increased runoff volume and flowrates and shortening in time of concentration, which may cause frequent flooding downstream. Flow retardation structures to limit adverse downstream effects of urban storm runoff are used. There are various types of flow retardation measures include detention basins, retention basins, and infiltration basins. In basic planning phase, a number of planning models of detention ponds which decide storage volume by putting main variables were used to design detention ponds. The characteristics of hydrological parameters $\alpha,\;\gamma$ which are used in planning models of detention pond were analyzed. In this study, detention ponds data of Disaster Impact Assessment report at 22 sites were analyzed in order to investigate correlation between characteristic of urban drainage basin parameter and characteristics of detention pond parameter due to urbanization effects. The results showed that storage volume was influenced by peak discharge ratio $\alpha$ more than runoff coefficient ratio $\beta$ and peak discharge ratio $\alpha$ was influenced by runoff coefficient ratio $\beta$ less than regional parameter n. Storage ratio was mainly influenced by duration of design rainfall in the case of trapezoidal inflow hydrograph such as Donahue et al. method.

• Journal of the Korean Institute of Landscape Architecture
• /
• v.40 no.3
• /
• pp.12-21
• /
• 2012

The proximities of Cheonggye creek was a maj or space for the gathering of large populations from the past times and it is also a place containing the joy, anger, sorrow, pleasure and lives of the citizens. The Cheonggye creek which flowed downtown of Seoul throughout many historical events had disappeared into history completely in the modernization process due to the contamination with life sewages and overflow. However, the city authority of Seoul decided to restore it to its shape before covering the creek by means of dismantling the old elevated ways in Cheonggye creek in line with the Large Scale City Movement Project to revive the grey city and to improve the quality of the city landscape in 2002. The cultural space was created by activating the old town sphere in Cheonggye Creek and the amenities of the giant city was improved by the cultural and natural wave created along the creek. In addition, the educational opportunity has been provided to the citizens by means of reviving its historical nature. The design and cultural value of the Cheonggye Plaza were restored for the mean time and the urban environment requested during modem times was established. The Cheonggye Plaza which heightened the balanced development in Seoul which has been developed in an unbalanced way by dividing into northern and southern area of the river is very meaningful in the viewpoint of the landscape architect who designs the urban space. The re-birth as a cultural space of downtown owing to the efforts of the said cultural catalysts is meaningful.

• The Journal of Society for e-Business Studies
• /
• v.19 no.2
• /
• pp.53-74
• /
• 2014

Ubiquitous City(U-City) is spotlighted for the new paradigm to solve the problem of urbanization using ICT technology. However, due to the lower profit and the insufficient of citizen-experience service, ubiquitous service(U-Service) is perceived negatively. In this sense, a study for user-centric profitable service development is needed. This study, as a basic research for the development of U-service, is conducted to identify the factors which are affected to acceptance of the U-Service. Technology Acceptance Model is applied for the basic model of the research. The model is modified by the U-City characteristic which has user, technology, and service perspective. The proposed model is empirically tested using survey data collected from 600 citizens of 7 U-City. Structural equation modeling is employed to test the research hypotheses. The survey analysis results are able to apply for basic research of U-Service design, and provide theoretical and practical implications.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2009.05a
• /
• pp.2098-2102
• /
• 2009

본 연구에서는 국내에서 자연형 하천의 복원이 이루어진지 5년 이상이 된 도시지역의 하천을 LAWA(Laenderarbeits-gemeinschaft Wasser = 연방물관리연구공동체)(2000)를 이용하여 하천의 물리적 구조를 평가하였다. 물리적 구조 평가에서는 하천의 종적특성 및 종단면, 횡단면, 하상구조, 하안구조 및 하천변의 토지 이용성 등 6개항의 25개 세부항목으로 구성된 하천의 자연성과 하천의 인공성 정도를 가늠하였다. 그 결과 기 조성된 국내의 하천의 생태성이 크게 개선되어지지 않았음을 알 수 있었다. 이러한 결과를 근거로 볼 때에 과거의 자연형 하천 조성방법에 대한 근본적인 문제점을 살펴보고 개선책을 찾아야할 것으로 사료된다. 특히 도심하천의 경우 이, 치수의 기능 위주로 정비가 되어 있었기 때문에 자연형 하천으로의 복원 후에도 주변의 좋지 않은 구조물들에 의해서 물리적 등급이 낮게 평가되었다. 따라서 앞으로 하천 스스로 생태성, 자연성을 회복할 수 없는 구간에 대한 하천설계에서는 물리적 구조 향상을 위한 적극적인 방안이 시도 되어야 할 것으로 사료된다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2004.05b
• /
• pp.1127-1131
• /
• 2004

최근에 재해영향평가 등에서 많이 채택하고 있는 Huff의 4분위법에 의한 강우의 시간분포를 통한 유출량 산정은 도시화지역 등에서 유출량에 내한 관측기록이 없어서 적절한 검정이 불가능한 실정이다. 따라서 산정된 계획홍수량에 의해 설계되는 수공구조물의 경제성 또는 안전성의 정도를 파악하지 못하고 실무에 반영되는 문제를 내포하고 있다. 본 연구에서는 서울지역 최근 29개년간의 년 최대 강우관측자료에 대하여 각각을 Huff의 4분위법에 의한 10분 간격으로 시간분포고, 실제 관측 강우의 경우 10분 간격으로 판독하여 도시유출모형인 SWMM을 이용하여 유출량을 산정하고 결과를 비교하였다. 또한 각각에 대하여 유출량을 빈도해석하여 비교한 결과 강우의 시간분포간격이 짧은 경우 국내적용 Huff분포는 실강우분포에 의한 유출량보다 크게 산정되는 것으로 나타났다.

• The Journal of Korean Institute of Electromagnetic Engineering and Science
• /
• v.12 no.4
• /
• pp.586-593
• /
• 2001

본 논문에서는 Cost231-Hata 모델과 Cost231-Walfisch-Ikegami 모델을 비교 분석하고, 두 모델의 전파환경이 서로 근접하게 되는 송신안테나의 높이, 건물군의 높이, 그리고 도로폭의 상관관계를 나타내는 전송손실 곡선들을 제시한다. 이러한 곡선들은 Okumura-Hata 모델의 정성적인 전파환경(도심지, 교외지역, 개활지)을 정량적인 요소(건물군의 높이, 도로폭) 로서 설명하여, Okumura-Hata(Cost231-Hata) 모델을 다른 도시, 나라에 적용시킬 때 하나의 기준으로 활용 될 수 있을 것이다. 또한 최근에 제안된 ITU-R 모델과 Okumura-Hata(Cost231-Hata)모델을 비교 분석한 결과, ITU-R 곡선들은 Okumura-Hata의 교외지역 전파환경에 대한 사용식을 확장한 것으로 사료된다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2008.05a
• /
• pp.373-378
• /
• 2008

기존에는 잠재위험도와 해당지역 하나의 강우관측소에서의 기왕최대강우량을 이용하여 계획빈도를 결정하였다. 그러나 기왕최대강우량은 이미 발생한 최대강우량이기 때문에 안전치를 고려해 산정한 계획빈도를 따라가지 못하였고, 잠재위험도에 따른 계획빈도의 범위가 매우 작은 문제점이 있었다. 따라서 본 연구에서는 문산천 유역의 기왕최대강우량과 잠재위험도를 이용하여 계획빈도를 산정하는데 필요한 가중치를 결정하였다. 본 연구에서는 수도권지역 6개의 기상청 강우관측소 강우량 자료를 사용하여 크리깅기법으로 공간분포를 시키고자 하였다. 또한, 기왕최대강우량으로 계획빈도를 연결시키는데 있어서 발생하는 문제점을 해결하기 위하여 계획빈도의 가중치를 산정하고자 하였다. 문산천 유역에 잠재위험도 산정에 따라 계획빈도를 결정한 결과, 크리깅기법으로 문산천 유역에 기왕최대강우량에 해당하는 계획빈도는 160년 정도이며, 회귀식으로 각 소유역별로 계획빈도를 산정한 결과 약 110년에서 120년까지 분포하였다. 이렇게 산정된 계획빈도를 공시지가와 홍수량으로 가중치를 구하여 소유역별로 분포시킨 계획빈도 값은 대략 100년에서 200년으로 산정되었다. 잠재위험도와 피해액 산정기법을 이용하여 문산천에 최적 홍수방어대안을 선정하고자 하였다. 최적 대안을 선정하기 위한 방법론을 제시하고 이에 따라 잠재위험도를 산정하고 유역 분담량을 결정하여 적합한 구조적 홍수방어시설물을 Decision Tree라는 의사결정을 통하여 계획하고 조합하여 3개의 적정 홍수방어대안을 선정하였다.

• Journal of the Korean Institute of Gas
• /
• v.4 no.2 s.10
• /
• pp.37-45
• /
• 2000

The underground buried pipelines of Natural gas are relatively safer than any other pipelines of chemical plants, because Natural gas is non-corrosive fluid. But Natural gas is supplied normally the downtown area. So, it may be a disaster because of corrosion which is caused interference facilities, environment and third party accident which is caused facilities construction. Especially, it is very difficult to find out and inspect damages of pipeline because of buried pipelines. Therefore this paper approached to select and manage risk region pipelines according to introduction of underground buried pipeline's risk concept. Risk was indicated three parts - corrosion factor, design and construction factor, maintence and management factor - in this paper, Therefore qualitive risk of pipelines showed score as quantitative number. Also it was thought to be helpful in confidence and safety management that the concept of key index and failure supplementation measures to cost introduces this program. We developed this risk assessment program using visual basic tool and interfaced GIS.

• Journal of The Korean Association For Science Education
• /
• v.22 no.3
• /
• pp.525-539
• /
• 2002

The purpose of the study was to assess science achievement of 11th grade students. Science achievement was assessed in knowledge and inquiry domains. The knowledge domain included three sub-areas including memory, understanding and application. The inquiry domain was divided into four sub-areas involving identifying problems, designing inquiry, data analysis and drawing conclusions. The results indicated that overall science achievement of the 11th grade students who participated in the study was at the proficient level. Regarding the knowledge domain, the achievement in the understanding and application areas was at the proficient level, and the achievement in the memory area was at the basic level. In the inquiry domain, the achievement in all the sub-areas except the identifying problems area which was at the basic level was at the proficient level. There were no gender differences in overall science achievement. However, gender differences were found in all the sub-areas except the application area and varied across the sub-areas. Also, there were significant differences in science achievement among regions.

• Journal of Korea Water Resources Association
• /
• v.48 no.2
• /
• pp.105-114
• /
• 2015

In the case of rapidly developed urban and industrial complex, the most area becomes impervious, which causes the increasing runoff and high probability of flooding. SWMM model has been widely used to calculate stormwater runoff in urban areas, however, the model is limited to interpreting the actual natural phenomenon. It has the uncertainty in the model structure, so it is difficult to calculate the accurate runoff from the urban basin. In this study, the model parameters were investigated and uncertainty was quantified using Uncertainty Quantification Index (UQI). As a result, pipe roughness coefficient has the largest total uncertainty and largest effect on the total runoff. Therefore, when the stormwater pipe network is designed, pipe roughness coefficient has to be calibrated accurately. The quantified uncertainty should be considered in the runoff calculation. It is recommended to understand the characteristics of each parameter for the prevention and mitigation of urban flood.