• Proceedings of the Korea Water Resources Association Conference
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• 2004.05b
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• pp.814-818
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• 2004

최근 기상이변이 빈번하여 자연재해에 대한 방재대책의 중요함이 절실히 요청되는 시점에서 수공구조물들의 설계빈도를 상향조정하는 등의 대책이 마련되고 있는 실정을 고려할 때 유역의 수문학적 안정성을 확보하기 위한 최적방안을 마련하는데 필요한 강우의 임계지속시간 결정에 대한 연구를 수행하였다. 홍수제어를 위한 수공구조물은 그 특성상 계획홍수량 결정에 최대치 개념이 도입되어야 하므로, 설계강우의 지속기간을 결정할 경우 강우로 인한 최대유출과 홍수총량이 최대가 되는 임계지속기간을 이용하여 검토하는 것이 필요하다. 본 연구에서는 합성단위도(Clark방법, Nakayasu방법, SCS방법)등 각 수문요소에 따른 임계지속기간의 변동양상을 파악한 길과 24시간 강우지속시간시 총유출량 보다 임계지속시간개념으로 산정한 유출량이 크게 산출되었으며, 시간분포모형(Huff의 4분위법, IDF곡선 분포법, Mononobe방법)별 적합성을 평가함으로써 수문설계시 활용 할 수 있는 자료를 제시하고자 하였다.

• Journal of the Chungcheong Mathematical Society
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• v.5 no.1
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• pp.159-165
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• 1992

In 1986, R. Huff [3] showed that a Dunford integrable function is Pettis integrable if and only if T : $X^*{\rightarrow}L_1(\mu)$ is weakly compact operator and {$T(K(F,\varepsilon))|F{\subset}X$, F : finite and ${\varepsilon}$ > 0} = {0}. In this paper, we introduce the notion of Bourgain property of real valued functions formulated by J. Bourgain [2]. We show that the class of pettis integrable functions is linear space and if lis bounded function with Bourgain property, then T : $X^{**}{\rightarrow}L_1(\mu)$ by $T(x^{**})=x^{**}f$ is $weak^*$ - to - weak linear operator. Also, if operator T : $L_1(\mu){\rightarrow}X^*$ with Bourgain property, then we show that f is Pettis representable.

• Journal of Environmental Health Sciences
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• v.22 no.4
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• pp.33-42
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• 1996

This research is to show the application of runoff model and runoff analysis of urban storm drainage network. the runoff models that were used for this research were RRL, ILLUDAS, and SWMM applicative object basin were Geucknak-chun and Sangmu drainage basin located in Seo-Gu, Kwangju. The runoff analysis employed the design storm that distributed the rainfall intensity according to the return period after the huff's method. The result from the comparative analysis of the three runoff models was as follows The difference of peak runoff by return period was 20-30% at Sangmu drainage area of $3.17 Km^2$, while less than 10% at Geucknak-chun drainage area of $12.7 Km^2$. The peak runoff were similar to all models. At the runoff hydrograph the times between rising and descending points were in the sequence of RRL, ILLUDAS and SWMM, but the peak times were similar to all models. The conveyance coefficient to examine the conveyance of the existing drainage network was 0.94-1.37, which means insecure, in Geucknak-chun drainage basin and 0.69-1.16, which means secure, in sangmu drainage basin.

• 한국방재학회:학술대회논문집
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• 2008.02a
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• pp.711-714
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• 2008

The objective of this study is to analyze the relationship between the watershed characteristics and the critical duration of design rainfall. For estimation of critical duration, adjustment Huff's method and ILLUDAS urban runoff model were applied to urban 21 areas. Watershed characteristics such as area, channel length, channel slope, shape factor, and pipe density were used to simulate correlation analysis. The conclusions of this study are as follows; it is revealed that critical duration is influenced by the watershed characteristics such as pipe density, area and channel length. Also, multiple regression analysis using watershed characteristics is carried out and the determination coefficient of multiple regression equation shows 0.972.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.909-913
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• 2012

본 연구는 XP-SWMM 2011 모형의 최적 해석범위설정과 월류에 의한 2차원 지표유출량을 포함한 도시유역의 총 유출량 산정에 대한 방법을 연구한 것이다. 하수 및 우수 관망 해석 모형으로 1차원 관로해석과 2차원 지표면 해석이 가능한 XP-SWMM 2011 모형을 이용하였으며, 연구의 대상지역은 최근 연속적인 침수 피해를 일으켰던 광화문 일대로 선정하였다. 발생가능한 빈도별 지속시간별 확률강우량은 Huff의 4분위법을 이용하여 10분 간격으로 분포시켰으며, 기존의 유역 출구점에 기준한 설계기준의 문제점을 제시하고, 월류에 의한 2차원 지표유출수를 포함한 유역 내에서의 총 유출량 산정에 대한 방법을 제시하였다. 모의 결과분석시 기존의 제한된 격자확장 경계조건으로 인한 문제점 극복을 위해 해석범위 설정 시 적합한 격자경계의 설정이 필요함을 확인하였다. 도시유역의 관로유출량과 본 연구에 제시된 지표유출량을 함께 고려한다면 치수계획규모를 설정하는데 주요 판단기준으로 활용될 수 있을 것이다.

• Proceedings of the Korea Water Resources Association Conference
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• 2012.05a
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• pp.914-918
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• 2012

본 연구는 유역의 침수특성치를 기준으로 하여 치수계획규모를 설정하는 방법을 연구한 것이다. 본 연구에서는 2010년 9월 21일 광화문 일대에 발생한 침수피해를 이용하여 XP-SWMM 2010 모형을 검증한 후 침수예상도를 산정하였다. 확률강우량은 Huff의 4분위법으로 분포시켰으며, 침수특성치(관로첨두유출량, 평균침수심, 특정지점의 최대침수심, 최대침수면적, 침수총량, 특정지점의 침수지속시간)를 기준한 유역치수계획규모를 설정하는 새로운 방법을 제시하였다. 모의 결과 출구점에서의 첨두유출량은 각 빈도별 최대값/최소값이 1.11~1.22로 거의 동일하게 구해지는 반면, 평균침수심, 특정지점의 최대침수심, 최대침수면적, 침수총량, 특정지점의 침수지속시간 등의 침수특성치는 1.59~7.44로 큰 차이를 보였다. 이와 같은 결과로, 유역 내에 발생하는 침수피해규모를 통한 임계지속시간이 계획규모설정에 더욱 적합하다 판단하였다.

• Proceedings of the Korean Society of Fisheries Technology Conference
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• 2001.05a
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• pp.265-266
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• 2001

PCDDS and PCDFs are very stable chcmicals and have very long residence times in the environment and in organisms, including humans. Their hydrophobicity promotes accumulation in sediments and organisms, resulting in high concentrations in both sediments and organisms. Among toxicological effects reports arc teratogenicity, reduce reproduction, liver toxicity, decreased growth rate and behavioral changes (Zeise et al., 1990; Huff, 1992). PCDDs/DFs are inadvertently produced from various combustion sources and manufacturing processes, such as municipal solid waste incineration (Olie et at., 1977), motor vehicles (Marklund et al., 1987), steel mills (Tysklind et al., 1989), and chemical production processes (Hutzinger et al., 1985). (omitted)

• Journal of Korea Port Economic Association
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• v.38 no.3
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• pp.105-131
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• 2022

Even after the improvement in 2019, UNCTAD's Liner Shipping Connectivity Index (LSCI), which evaluates the performance of the global container port market, has limited use. In particular, since the liner shipping connectivity index evaluates the performance based only on the distance of the relationship, the performance index combining the port attractiveness of calling would be more efficient. This study used the modified Huff model, the hub-authority algorithm and the eigenvector centrality of social network analysis, and correlation analysis for 2007, 2017, and 2019 data of Ocean-Commerce, Japan. The findings are as follows: Firstly, the port attractiveness of calling and the overall performance of the port did not always match. However, according to the analysis of the attractiveness of a port calling, Busan remained within the top 10. Still, the attractiveness among other Korean ports improved slowly from the low level during the study period. Secondly, Global container ports are generally specialized for long-term specialized inbound and outbound ports by the route and grow while maintaining professionalism throughout the entire period. The Korean ports continue to change roles from analysis period to period. Lastly, the volume of cargo by period and the extended port connectivity index (EPCI) presented in this study showed a correlation from 0.77 to 0.85. Even though the Atlantic data is excluded from the analysis and the ship's operable capacity is used instead of the port throughput volume, it shows a high correlation. The study result would help evaluate and analyze global ports. According to the study, Korean ports need a long-term strategy to improve performance while maintaining professionalism. In order to maintain and develop the port's desirable role, it is necessary to utilize cooperation and partnerships with the complimentary port and attract shipping companies' services calling to the complementary port. Although this study carried out a complex analysis using a lot of data and methodologies for an extended period, it is necessary to conduct a study covering ports around the world, a long-term panel analysis, and a scientific parameter estimation study of the attractiveness analysis.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.39 no.6
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• pp.713-723
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• 2019

Due to the climate change and various rainfall pattern, it is difficult to estimate a rainfall criterion which cause inundation for urban drainage districts. It is necessary to examine the result of inundation analysis by considering the detailed topography of the watershed, drainage system, and various rainfall scenarios. In this study, various rainfall scenarios were considered with the probabilistic rainfall and Huff's time distribution method in order to identify the rainfall characteristics affecting the inundation of the Hyoja drainage basin. Flood analysis was performed with SWMM and two-dimensional inundation analysis model and the parameters of SWMM were optimized with flood trace map and GA (Genetic Algorithm). By linking SWMM and two-dimensional flood analysis model, the fitness ratio between the existing flood trace and simulated inundation map turned out to be 73.6 %. The occurrence of inundation according to each rainfall scenario was identified, and the rainfall criterion could be estimated through the logistic regression method. By reflecting the results of one/two dimensional flood analysis, and AWS/ASOS data during 2010~2018, the rainfall criteria for inundation occurrence were estimated as 72.04 mm, 146.83 mm, 203.06 mm in 1, 2 and 3 hr of rainfall duration repectively. The rainfall criterion could be re-estimated through input of continuously observed rainfall data. The methodology presented in this study is expected to provide a quantitative rainfall criterion for urban drainage area, and the basic data for flood warning and evacuation plan.

• Journal of the Korean Association of Geographic Information Studies
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• v.13 no.1
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• pp.164-172
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• 2010

The objective of this research is to assess the level of urban park service provision in comparison to demand population size by region (e.g., dong) in Busan metropolitan areas. To this end, a park service provision assessment index is utilized. The index is built upon the difference between planned and actual levels of park service provision. For each region, planned level is obtained by multiplying the per capita service amount by the number of residents in that region. Actual level is estimated based on Huff model, where distance between parks and residential locations are explicitly accounted for in model building. Empirical analysis was carried out for Busan Metropolitan Area. The result shows that Gumsung-dong, Chunga-dong and Dongdaesin3-dong are well supplied with park service, while Hadan1-dong, Goejung2-dong and Joorae3-dong are under-provided when per capita service provision amount and the extent of service area are set to $6m^2$ and 1km, respectively. It is argued that those regions that suffer from under-provision need to be highlighted such that a priority is given to those areas for establishing new urban parks when renewing urban management plan.