• 상하수도학회지
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• 제30권1호
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• pp.41-49
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• 2016

In this study, rainfall characteristics with stationary and non-stationary perspectives were analyzed using generalized extreme value (GEV) distribution and Gumbel distribution models with rainfall data collected in major cities of Korea to reevaluate the return period of sewer flooding in those cities. As a result, the probable rainfall for GEV and Gumbel distribution in non-stationary state both increased with time(t), compared to the stationary probable rainfall. Considering the reliability of ${\xi}_1$, a variable reflecting the increase of storm events due to climate change, the reliability of the rainfall duration for Seoul, Daegu, and Gwangju in the GEV distribution was over 90%, indicating that the probability of rainfall increase was high. As for the Gumbel distribution, Wonju, Daegu, and Gwangju showed the higher reliability while Daejeon showed the lower reliability than the other cities. In addition, application of the maximum annual rainfall change rate (${\xi}_1{\cdot}t$) to the location parameter made possible the prediction of return period by time, therefore leading to the evaluation of design recurrence interval.

• 한국측량학회지
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• 제21권2호
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• pp.181-189
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• 2003

본 연구는 국가 치수계획의 효과적 수립에 필요한 각종 홍수정보의 효율적인 획득을 위한 것으로 최근 효율성과 정확성이 입증되고 있는 항공 LiDAR데이터를 이용하여 대상지역에 대한 지형정보를 구축하고 유역조건, 홍수사상의 빈도규모 그리고 홍수방어시설의 붕괴의 조건을 설정하여 범람 발생형태에 따른 가상홍수 시나리오를 작성하였으며 이에 따른 시간대별 침수심 및 최대 침수심의 분석과 특정 지점에 대한 시간대별 수심/수위 변화를 측정하여 홍수 발생시 범람의 진행과정을 모니터링 하였다. 또한 홍수범람 분석 결과와 연구대상지역의 홍수방어 구조물, 취약지점 및 파제예상지점등의 자료를 이용하여 홍수지도를 작성하였다. 본 연구의 결과는 홍수의 원인과 범람의 과정의 파악과 홍수로 인한 대피 및 방재 등 홍수재난관리 목적에 이용될 수 있을 것이며 유역치수계획수립, 홍수예·경보 그리고 홍수예상지역의 토지이용계획 및 도시계획수립의 기초자료로서 활용 가능하리라 사료된다.

• 대한원격탐사학회지
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• 제31권4호
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• pp.293-302
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• 2015

Water body extraction is significant for flood disaster monitoring using satellite imagery. Conventional methods have focused on finding an index, which highlights water body and suppresses non-water body such as vegetation or soil area. The Normalized Difference Water Index (NDWI) is typically used to extract water body from satellite images. The drawback of NDWI, however, is that some man-made objects in built-up areas have NDWI values similar to water body. The objective of this paper is to propose a new method that could extract correctly water body with built-up areas in before and after images of flood. We first create a two-element feature vector consisting of NDWI and a Near InfRared band (NIR) and then select a training site on water body area. After computing the mean vector and the covariance matrix of the training site, we classify each pixel into water body based on Mahalanobis distance. We also register before and after images of flood using outlier removal and triangulation-based local transformation. We finally create a change map by combining the before-flooding water body and after-flooding water body. The experimental results show that the overall accuracy and Kappa coefficient of the proposed method were 97.25% and 94.14%, respectively, while those of the NDWI method were 89.5% and 69.6%, respectively.

• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2011년도 추계학술발표대회 논문집
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• pp.270-273
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• 2011

Water management is important in proton exchange membrane fuel cell because the water balance has a significant impact on the overall fuel cell system performance. In fuel cell vehicle, the vehicle's power demand is dynamic; therefore, the dynamic water management system is required. This present study proposes a method to control the humidity of the input air in cathode side of the fuel cell vehicle. The simulation using several driving cycles shows the proposed air humidification control obtains a relatively good result. The liquid saturation level is seen constant at the target level although still there are small deviations at driving cycles which having averagely high power demands.

• 대한기계학회논문집B
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• 제36권6호
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• pp.625-632
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• 2012

본 논문은 고분자 전해질 연료전지 공기극 유로 내부에서 당량비에 따라 발생하는 플러딩 현상을 가시화를 통해 확인하고, 전류 변화에 따른 물의 운송 특성에 관한 연구를 수행하였다. 공기극 당량비는 1.5, 2.0, 연료극 당량비는 1.5로 고정하여 실험을 수행하였다. 연료전지 공기측 당량비 2.0로 공급하였을 때 1.5와 비교하여 짧은 시간에 물이 생성되기 시작하였으며, 플러딩 영역이 빠르게 생성되는 결과가 나타났다. 또한, 공기극 당량비 1.5로 유지하는 경우 플러딩 영역 이후에 건조화 7.8A 이후 구간에서 건조화가 진행되며, 8A 이후구간에서 건조화가 시작되는 공기극 당량비 2.0에서 작동하는 연료전지와 비교하여 넓은 영역에서 물 생성이 활발하게 이루어져 MEA의 내구성과 수소이온전도도가 우수한 결과를 확인하였다.

• Journal of Ecology and Environment
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• 제44권2호
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• pp.62-71
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• 2020

Understanding vegetation structure and the relationship with environmental factors has been crucial for restoration and conservation of riparian zones. In this study, we conducted field survey in a riparian zone of Namhan River in South Korea both before and after flooding in order to understand temporal and spatial variations of riparian vegetation. There were significant temporal and spatial variations in species composition, and distribution patterns of vegetation were different along a gradient of elevation above the water level. At low elevation, Zizania latifolia was dominant throughout the field survey periods, and Bidens frondosa began to grow late and dominated both in post-flooding 1 and 2. Prior to flooding, Scirpus radicans and Polygonum thunbergii were widely distributed at middle elevation, while Artemisia vulgaris, Phragmites australis, and Miscanthus sacchariflorus were dominant at high elevation. After flooding, P. thunbergii was dominant at middle elevation with most other species decreasing, and more invasive or pioneer plants, including Artemisia princeps, H. scandens, and Sicyos angulatus, were observed at high elevation. Species composition and distribution patterns were homogeneous at low elevation, whereas dynamic variations of vegetation were observed both temporally and spatially at higher elevations. Elevation and distance from the water front were the most principal factors governing vegetation structure. Furthermore, soil physicochemical properties were also found to determine species composition and distribution patterns. These results indicate that vegetation structure in the riparian zones is formed by the combined effects of hydrological regime and soil physicochemical properties, inherent characteristics of species, and interspecific competition. Understanding of temporal and spatial variations of riparian vegetation may provide useful insights into ecological restoration and conservation of the vegetation within the riparian zones.

• 생태와환경
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• 제40권2호
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• pp.346-351
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• 2007

Change of carabid beelte (Coleoptera, Carabidae) diversity and population structures in Woopo Wetlands (Changneung-Gun, Gyeungsangnam-Do, S. Korea) were investigated after flooding events. During the investigation period, 11 species belonging to five genera were identified. Dolichus halensis halensis(Schaller), Chlaenius (Ch.) pallipes Gebler, Ch. (Ilaenchus) naeviger Morawitz, and Pheropsophus (Stenaptinus) jessoensis Morawitz were the predominant species in Woopo Wetlands. Floods occurred twice, August and September in 2004. After the flooding events, species diversity decreased and species assemblage structures changed dramatically. Changes of the diversity and species assemblage structures were more evident in August then in September, because water level was much higher and inundation period was longer than September. A non-linear patterning algorithm of the Self-Organizing Map (SOM) was applied to discover the relationship between flooding events and carabid beetles community dynamics. Although abundance of the majority species decreased after the flooding events, that of the predominant species increased. Further detailed studies on species distribution and emigration patterns will likely bring a new insight in understanding of the adaptation mechanism of carabid beetles in wetlands.

• 한국수자원학회논문집
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• 제51권1호
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• pp.1-10
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• 2018

최근 집중호우로 서울 강남구('12), 부산('13), 울산('16), 인천, 부산('17) 등 대도시 지역의 침수 피해가 증가하고 있다. 도시침수는 하천유역의 홍수 피해와는 달리 매우 짧은 시간에 피해가 발생하며, 시설물의 파괴보다는 주택, 차량, 상가 침수로 인한 재산 피해가 높은 비율을 차지하고 있다. 현재 우리나라의 호우에 대한 예 경보는 기상청에서 발표하는 호우 주의보 및 경보에 의존하고 있지만, 기상청의 호우 주의보 및 경보는 전국 공통 지표를 사용함으로써 지역적 특성을 반영하지 못하고 있는 실정이다. 따라서 본 연구에서는 서울과 울산지역을 대상으로 지역별로 피해이력기반의 한계강우량을 추정하였으며, 피해이력이 없어 한계강우량 추정이 불가능한 지역에 대해서는 유역특성이 반영된 Neuro-Fuzzy 모형을 통해 한계강우량을 예측하였다. 추정된 한계강우량을 통해 도시침수 위험기준을 설정하고 실제 침수사상에 적용한 결과 추정된 한계강우량은 실제 한계강우량과 1.8~20.4%의 오차를 보이고 있으며, 최소 28분에서 최대 70분의 대피시간을 확보 할 수 있는 것으로 나타났다. 따라서 도시침수 예 경보를 위한 위험기준으로 활용가능 할 것으로 판단된다.

• 한국농공학회지
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• 제21권3호
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• pp.83-91
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• 1979

This study was conducted in order to find out the performance of rice transplanters in accordance with the change of the trans-planting days after pudding and the water depth flooding the paddy field at the time of transplanting : and thus to select the optimum paddy field preparation procedures for an efficient utilization of rice transplanters. The performance factors of the two different types of rice transplanters were measured during the first 6 consecutive days after puddling and with 3 different levels of water depth flooding the paddy fields. The results of this study were analysed and summarized as follows : 1. Wheel sinkage decreased very rapidly from 0 to 2 days after puddling and slowly from 3 to 5 days after puddling. 2. The depth of the test cone penetration decreased rapidly during the first few days after puddling. It was 17.8cm just after puddling, and decreased to 13.4cm one day after puddling. After 2 days, the rate of decrease was dampened, and after 5 days it kept constant value of 9.2cm. 3. Two days after puddling, the hill interval was 15.8cm (98.75% of the preset value) for broadcasted seedling rice transplanter with 3cm flooding depth : This value was the closest to the pre-adjusted value of 16cm. The general performance of broadcasted-seedling type rice transplanter was better than that of strip-seedling type rice transplanter. 4. Usually the working performance of a rice transplanter is evaluated with uniformity and adjustability of the hill intervals. The hill interval was the most uniform and closest to the pre-set value of 16cm when planted two days after puddling with 3cm of water depth. When it was inavoidable to plant 4 days after puddling with stripseedling type rice transplanter, it is advisable to let the water flooded somewhat deeper. 5. The percentage of missing hills including floating and burried seedlings was the highest just after puddling and ie decreased substancially until 3 days after puddling and then it increased again. Hence, the optimal time transplanting is to be between 2 and 3 days after puddling. 6. Better postures of planted seedlings were found when planter 2 days after puddling than 3 days after puddling. Six cm of flooding water depth always gave the best results with respect to the postures of planted seedlings. Broadcasted-seedling rice transplanter, in general, showed better posture of planted seedlings than did strip-seedling type rice transplanter. 7. Judging from the above results, the optimal conditions will be 3cm of flooding depth and transplanting between 2 and 3 days after puddling.

• 한국해안해양공학회지
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• 제18권4호
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• pp.348-359
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• 2006

목포시는 낮은 도시기반시설, 하구언 및 방조제 건설에 따른 해양환경 변화 및 지구온난화에 의한 해수면 상승 등에 기인하여 태풍과 같은 악기상 조건을 수반하지 않더라도 해수범람에 의한 저지대 침수피해가 발생하고 있다. 이에 본 연구에서는 MIKE21 모형을 이용하여 해일/범람 모형을 수립하고, 목포지역에 침수피해를 발생시킨 태풍에 대해 적용하였다. 모의는 최근 10년간 내습한 태풍 중 가장 높은 해일고(59 cm)를 발생시킨 태풍 'RUSA(0215)'가 약최고고조위의 조위상황에 내습할 경우 발생할 수 있는 가상상황에 대해 수행되었다. 이때의 조위는 545cm로 금호방조제 건설이후 목포항 10년 빈도의 고극조위(544 cm)에 해당하는 조위이다. 해일/범람모의 결과, 범람이 발생할 경우 내항부근에서 단시간에 넓은 지역의 피해가 예상되고 있어, 이에 대한 방재대책 마련이 요구된다.