• 한국농공학회논문집
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• 제54권5호
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• pp.91-102
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• 2012

강우의 관측망 확장과 위성 자료 및 기후 모델을 이용한 격자 단위자료가 개발 및 보급됨에 따라 다양한 자료의 분야별 활용성에 대한 연구의 필요성이 제기되고 있다. 본 연구에서는 지역 기후 모델 산출물의 오차 보정을 위한 격자 관측자료의 활용성을 평가하였다. 또한 통합 분포형 수문모델을 이용하여, 보정한 기후모델 결과의 수문 모의를 위한 기후 입력 자료로써의 적합성을 검토하였다. 보정된 결과는 각 관측자료의 월별 평균 강우량과 공간 분포를 비교적 잘 재현하였다. 한편 연강우량 시계열에 있어 그 양상은 잘 재현된 가운데 보정되지 않은 오차를 일부 포함하는 것으로 나타났다. 이는 점 관측자료로부터 추정된 시험 지역내 172개 소유역에 대한 일평균 강우량 자료와 비교해 볼 때 관측자료의 형식이나 정확성보다 기후모델의 불확실성에 기인하는 것으로 판단된다. 수문 모의 결과, 격자 자료를 이용하여 보정한 강우 입력자료는 수문 모델의 검보정에 이용된 소유역 단위 강우 자료를 이용한 결과에 상응하는 활용성을 보여주었다. 또한 강우의 공간 분포를 고려하지 않고, 시험유역 전체에 대한 평균 강우량을 입력 자료로 이용한 결과를 통해 기후 자료의 공간 분포와 관측 밀도의 중요성을 확인하였다.

• 산업기술연구
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• 제22권A호
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• pp.211-218
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• 2002

HEC-HMS model should be calibrated to be applied to these basins in Gangwon-do unlike the general basins. In the study, it is investigated whether the HEC-HMS model may be applied or not to Naerinchon basin where is the typical basin of Gangwon-do Additionally, the straightforword module of HEC-HMS for simulating the hydrologic characteristic of Gangwon-do basins well will be suggested by comparison of the numerical results with the observed data. The hydrologic results estimated by several modules such as Clark, SCS and Snyder methods in HEC-HMS model have been compared with the observed data for 1999~2000 storm events. It is concluded that Clark method are relatively applicable to the basins in Gangwon-do rather than the others methods. The parametric studies for HEC-HMS model should be studied further in order to apply to Gangwon-do basins more accurately.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.540-544
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• 2009

Hydrologic pattern under climate change has been paid attention to as one of the most important issues in hydrologic science group. Rainfall and runoff is a key element in the Earth's hydrological cycle, and associated with many different aspects such as water supply, flood prevention and river restoration. In this regard, a main objective of this study is to evaluate design flood using simulation techniques which can consider a full spectrum of uncertainty. Here we utilize a weather state based stochastic multivariate model as conditional probability model for simulating the rainfall field. A major premise of this study is that large scale climatic patterns are a major driver of such persistent year to year changes in rainfall probabilities. Uncertainty analysis in estimating design flood is inevitably needed to examine reliability for the estimated results. With regard to this point, this study applies a Bayesian Markov Chain Monte Carlo scheme to the NWS-PC rainfall-runoff model that has been widely used, and a case study is performed in Soyang Dam watershed in Korea. A comprehensive discussion on design flood under climate change is provided.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2003년도 학술발표논문집
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• pp.507-510
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• 2003

The development of a basin-wide runoff analysis model is to analysis monthly and daily hydrologic runoff components including surface runoff, subsurface runoff, return flow, etc. at key operation station in the targeted basin. A short-term water demand forecasting technology will be developed taking into account the patterns of municipal, industrial and agricultural water uses. For the development and utilization of runoff analysis model, relevant basin information including historical precipitation and river water stage data, geophysical basin characteristics, and water intake and consumptions needs to be collected and stored into the hydrologic database of Integrated Real-time Water Information System. The well-known SSARR model was selected for the basis of continuous daily runoff model for forecasting short and long-term natural flows.

• 한국정보통신학회논문지
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• 제16권4호
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• pp.654-660
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• 2012

본 논문의 목적은 1차원 수리모형인 HEC-RAS(Hydrologic Engineering Center's River Analysis System)를 통해 강우의 시간적 분포를 적용한 홍수위를 산정하고, 산정한 홍수위 값과 대상유역의 정밀한 지형데이터를 활용하여 홍수위에 따른 범람영역을 GIS기반의 사용자 정의 모델을 통해 자동 생성하는데 있다. 하천의 범람영역 분석은 지형데이터의 정확성에 따라 결과가 달라지므로 대상유역 지형 데이터의 정밀성이 최우선이다. 따라서 GIS기반의 홍수범람 영역을 자동생성하기 위해 UIS(Urban Information System)와 하천 관련 보고서, 수문학 정보 등을 기반으로 공간 및 속성 데이터의 구축방법을 제시하고, 대상 유역에 제시한 모델을 적용하여 GIS기반의 분석 결과를 표출시스템을 통해 제공한다.

• 토지주택연구
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• 제3권3호
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• pp.271-278
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• 2012

전 지구적인 기후변화와 지구 온난화에 따라 서구 선진 국가들을 중심으로 저탄소 녹색성장(green growth)이 이슈로 등장하고 있고 이 전략은 미래의 성장동력으로까지 발전되고 있다. 저탄소 사회를 달성하기 위하여 세계 각국은 교토의정서를 체결하고 온실가스배출량을 2008년부터 2012년까지 1990년도 수준의 5.2%까지 줄이도록 선언하였다. 한편 급속한 도시개발과 불투수면적의 증가는 도시의 물순환의 변화를 초래한다. 본 연구에서는 녹색도시 개념을 검토하고 기존의 연구를 바탕으로 도시 및 단지수준에 적합한 물순환 계획요소를 검토하였다. 추가적으로 본 연구에서는 SWMM5-LID 수문모형을 이용하여 시범유역에 물순환 효과를 분석하였다. 물순환 분석은 개발전, 개발후, 녹색도시계획요소적용후(LID시설 적용후)에 대한 시범유역의 도시유출연속모의를 통하여 수행되었다.

• 한국농공학회논문집
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• 제55권6호
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• pp.101-112
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• 2013

Shuttle Radar Topography Mission Digital Elevation Model (SRTM DEM) offers opportunities to make advances in many research areas including hydrology by providing near-global scale elevation measurements at a uniform resolution. Its wide coverage and complimentary online access especially benefits researchers requiring topographic information of hard-to-access areas. However, SRTM DEM also contains inherent errors, which are subject to propagation with its manipulation into analysis outputs. Sensitivity of hydrologic analysis to the errors has not been fully understood yet. This study investigated their impact on estimation of hydrologic derivatives such as slope, stream network, and watershed boundary using Monte Carlo simulation and spatial moving average techniques. Different amount of the errors and their spatial auto-correlation structure were considered in the study. Two sub-watersheds of Geum and Deadong River areas located in South and North Korea, respectively, were selected as the study areas. The results demonstrated that the spatial presentations of stream networks and watershed boundaries and their length and area estimations could be greatly affected by the SRTM DEM errors, in particular relatively flat areas. In the Deadong River area, artifacts of the SRTM DEM created sinks even after the filling process and then closed drainage basin and short stream lines, which are not the case in the reality. These findings provided an evidence that SRTM DEM alone may not enough to accurately figure out the hydrologic feature of a watershed, suggesting need of local knowledge and complementary data.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2008년도 정기총회 및 학술발표대회
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• pp.755-758
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• 2008

Currently, the increased run-off and the shortened arrival time are one of the causes of the city environmental disasters in urbanization. Therefore, it is necessary to properly design the hydrologic structures, but it is very difficult to forecast the values necessary to design from the planning stage. Moreover, as the parameter is changed due to the urban development, it is difficult not only to analyze the run-off influences but also to find the related studies and literatures. The purpose of this study is to utilize the results as the important basic data of the hydrologic structures, its proper design and run-off influences through the sensibility analysis of the model parameter variables. In this study, the absolute and relative sensibility analysis method were used to find out the correlation through the sensibility analysis of the topology and hydrology parameters. Especially, in this study, the changes in the run-off amount and volume were calculated according to increase/decrease in CN, the coefficient of discharge, and the empirical formula is prepared and proposed through the regressive analysis among the parameters. In the meantime, the parameter sensibility analysis was performed through the simulation HEC-HMS that is used and available in Korea. From the results of this study, it was found that the run-off amount is increased about by 10% when the CN value is increased by 5% before and after the development through the HEC-HMS simulation and data analysis. As long as there will be additional data collection analysis and result verification, and continuous further studies to find out the parameters proper to the domestic circumstances, it is expected to considerably contribute to the proper design of the hydrologic structures with respect to the ungauged basin.

• 한국수자원학회논문집
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• 제42권11호
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• pp.953-961
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• 2009

본 연구의 목적은 현재 국내 홍수예경보 시스템의 유출해석모형으로 이용되고 있으며 단일 호우사상에 대해 적용이 가능한 유역 및 하도 저류함수모형을 추계학적 연속형 저류함수모형으로 개발하고자 하는데 있다. 이를 위해 기존 저류함수모형에 토양수분 산정 컴포넌트를 추가하고 지표면유출, 중간유출, 지하수유출 및 실제증발산량을 토양수분의 함수로 나타내어 각 수문성분에 대한 연속적인 모의가 가능하도록 하였다. 또한 실시간 관측유량자료 동화를 위해 앙상블 칼만 필터 기법을 도입하여 확정론적 모형을 추계학적 모형으로 개선하였다. 따라서 본 연구에서 개발된 추계학적 연속형 저류함수모형은 장기간의 연속적인 유출해석이 가능할 뿐만 아니라 관측자료 동화를 통해 기존 저류함수 모형보다 신뢰성 있는 결과를 제시할 수 있을 것으로 판단된다.

• 한국태양에너지학회 논문집
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• 제27권3호
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• pp.135-142
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• 2007

The model to predict flow duration characteristics and performance for small scale hydro power(SSHP) plants is studied to analyze the effects of rainfall condition. One existing SSHP plant was selected and performance characteristics was analyzed by using the developed model. The predicted results from the model developed show that the data were in good agreement with operational results of existing SSHP plant. The results show that both the scale parameter and the shape parameter have large effects on the performance of SSHP sites. And also it was found that the model developed in this study can be a useful tool to predict the performance of SSHP sites.