• 한국습지학회지
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• 제16권1호
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• pp.125-137
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• 2014

본 연구에서는 국내 기존 도달시간 산정방법에 있어 Kraven(II)는 경사구간별 3가지 유속을 제시하고 있으므로 해당 유역특성이 충분히 반영되지 못하고 있다. 이에 최근 "설계홍수량 산정요령, 2012. 국토해양부"에서 제안한 보완된 연속형 Kraven 경험식은 완경사부와 급경사부의 유속을 보완하였으며, 평균유속이 최소유속 1.6m/s에서 최대유속 4.5m/s의 범위내의 연속성의 유속을 나타내고 있어서 현실적으로 타당한 범위를 가지며, 도달시간도 매우 합리적인 결과를 나타내고 있으므로 기존의 불연속의 문제나 매우 완만한 경우와 급한 경우의 적용성에도 매우 우수한 것으로 나타나고 있다. 본 연구에서는 도달시간 산정방법에 있어 기존 Kraven(II) 경험식과 보완된 연속형 Kraven 경험식에 따른 수문곡선의 변화양상을 살펴보았으며, 동화천, 매호천, 욱수천, 금포천에 대해서 각 해당 유역특성을 고려하여 단위도법-도달시간 산정방법에 따른 홍수유출모의결과를 비교분석하였다.

• 한국수자원학회논문집
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• 제31권6호
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• pp.675-684
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• 1998

본 연구는 한강유역 중소하천 계획하폭 산정공식을 결정하기 위하여 216개 구간의 중소하천에서의 계획홍수량, 유역면적, 하상경사, 실제하폭을 수집한 후, 1) 최소자승법(least squares, LS), 2) 최소중간치자승법(least median squares, LMS) 및 3) 재가중최소자승법(reweighted least squares, RLS)을 이용하여 경험적인 계획 하폭 공식을 결정하였다. 한강유역에서의 기존하폭 산정공식과 비교하기 위하여 계획하폭 산정공식의 형식은 6가지 형으로 고려하였다. 기존하폭공식과 6가지 형의 공식을 평가하기 위하여 평균제곱근오차, 절대평균오차 및 평균오차를 계산하여 비교 검토한 결과, 하폭공식의 형식으로는 본 연구의 하폭-계획홍수량-하상경사로 표현된 공식이 적합한 것으로 나타났다. 본 연구에서 추정된 계획하폭 산정공식은 한강유역 중소하천 설계시 계획하폭 결정의 지표로 적용될 수 있으리라 기대된다.

• 농업과학연구
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• 제37권2호
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• pp.223-229
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• 2010

This study is to analyze location conditions for erosion control dams to be constructed in Chungcheongnam-do, Daejeon Metropolitan City, Chungcheongbuk-do and Gyeongsangbuk-do in order to establish proper conditions for erosion control dams in the future. 199 sites where erosion control dams are expected to be built in 2010 were chosen and investigated in terms of 12 factors including basin area, basin slope, and landslide risk. The results showed that erosion control dams for Chungcheongnam-do and Daejeon Metropolitan City are mostly impermeable gravity dams mainly composed of concrete. In contrast, Chungcheongbuk-do and Gyeongsangbuk-do are increasing the number of permeable or compound erosion control dams. Basin analysis at planned erosion control dam sites showed that at least 44.5% of the total area has high landslide risk. Gyeongsangbuk-do had the largest basin area for erosion control dam sites at 157.3ha, followed by Chungcheongbuk-do at 64.4ha and Chungcheongnam-do at 54.8ha. Analysis of sand deposits in the Chungcheongnam-do erosion control dam built in 2010 confirmed an average deposit of 971.8m3. The sand deposit capacity and amount of sediment control for erosion control dams have a very low correlation with basin area or flow path slope, and this needs to be addressed in future sand deposit capacity designs.

• 한국제4기학회지
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• 제18권1호통권22호
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• pp.31-39
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• 2004

東北 日本의 후빙기 사면붕괴 이력을 복원하기 위하여 3지역(川통盆地, 茂庭, 高田濕原, 根白石濕原)의 습지 퇴적물의 화분조성과 무기질함량을 대상으로 安定-不安定 曲線 그래프(이하 S-U曲線)와 灼熱減量 曲線 그래프(이하 IL曲線)를 작성하였다. 그 결과, S-U曲線에 의하면 사면붕괴 발생빈도가 높은 시기는 川통盆地에서는 약 5,600~4,670yrB.P.의 1회, 茂庭 $\cdot$ 高田濕原에서는 약 6,390~5,070yrB.P.와 약 4,750~3,800yrB.P.의 2회, 根白石濕原에서는 약 6,630~6,070yrB.P., 약 5,890~5,360yrB.P. 및 약 5,000~4,650yrB.P.의 3회가 확인되었다. 그리고 IL曲線에 의하면 사면붕괴 발생빈도가 높은 시기는 川통盆地에서는 약 5,600~5,140yrB.P.의 1회, 茂庭 $\cdot$ 高田濕原에서는 약 6,390~6,170yrB.P.와 약 4,750~2,840yrB.P.의 2회가 확인되었다. 이와같은 분석결과는 선행연구에서 조사지역의 지형 $\cdot$지질단면도로부터 추정된 결과와 매우 유사한 경향을 나타내는 것으로 판명되었다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제6권3호
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• pp.61-71
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• 2001

A regional master recession curve model to predict groundwater discharges in a given basin was presented. Considering a stream-aquifer system, both theoretical and experimental baseflow equations were compared and a practical groundwater discharge equation was derived, The groundwater discharge equation was expanded and transformed to the discharge equation at the basin exit. For practical use, the equation was expressed as a function of watershed area, the mean slope of basin and the recession constant. To verify the model, the model was applied to Ssang-chi basin where long-term and temporal hydrological data at the upper basin were collected. Our results show that a master recession curve of unmeasured area can be predicted.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.149-153
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• 2009

Physics-based distributed rainfall-runoff models are now commonly used in a variety of hydrologic applications such as to estimate flooding, water pollutant transport, sedimentation yield and so on. Moreover, it is not surprising that GIS has become an integral part of hydrologic research since this technology offers abundant information about spatial heterogeneity for both model parameters and input data that control hydrological processes. This study presents the development of a distributed rainfall-runoff prediction system for the Guem river basin ($9,835km^2$) using an Object-oriented Hydrological Modeling System (OHyMoS). We developed three types of element modules: Slope Runoff Module (SRM), Channel Routing Module (CRM), and Dam Reservoir Module (DRM) and then incorporated them systemically into a catchment modeling system under the OHyMoS. The study basin delineated by the 250m DEM (resampled from SRTM90) was divided into 14 midsize catchments and 80 sub-catchments where correspond to the WAMIS digital map. Each sub-catchment was represented by rectangular slope and channel components; water flows among these components were simulated by both SRM and CRM. In addition, outflows of two multi-purpose dams: Yongdam and Daechung dams were calculated by DRM reflecting decision makers' opinions. Therefore, the Guem river basin rainfall-runoff modeling system can provide not only each sub-catchment outflow but also dam inand outflow at one hour (or less) time step such that users can obtain comprehensive hydrological information readily for the effective and efficient flood control during a flood season.

• 한국석유지질학회지
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• 제6권1_2
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• pp.1-7
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• 1998

울릉분지 남서연변부의 다중채널 탄성파단면도를 이용하여 중기에서 말기 마이오세동안의 시퀀스 층서분석을 정밀 분석 하였다. 해퇴층서는 오랜 융기되고 변형된 하부층을 기저로 한 해침층서 위에 발달하였다. 뚜렷한 응축층이 해침과 해퇴층서사이를 구분 짓는다. 해침층서는 하부의 융기되고 변형된 지층위로 상향걸침한다. 해퇴층서는 구분 가능한 저해수준, 고해수준, 그리고 해침 체계역으로 구성된 여섯 개의 전진형 퇴적 시퀀스를 포함한다. 대부분의 퇴적 시퀀스는 분지선상지, 사면선상지, 그리고 전진복합체로 이루어진 저해수준 체계역이다. 잠재적인 석유 저류층은 분지선상지의 사암, 사면 선상지의 해저수로 충진 사암과 오버뱅크의 사암, 그리고 대륙붕지역의 침식곡 충진 사암들이다. 또한 해침퇴적층서내 천해사암층도 유망하다. 성공적인 탐사활동을 위해 연구 주변지역에 대한 정밀 시퀀스 층서분석, 탄성파 자료의 재처리, 그리고 3-D탄성파 탐사의 실시를 제안한다.

• Journal of Forest and Environmental Science
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• 제30권1호
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• pp.91-100
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• 2014

This research was conducted on the conservation area of Baekdudaegan, Kangwondo under the purpose of evaluating bio-diversity according to the changes of spatial scale, using GIS data and spatial filtering method. The diversity index was calculated based on the information of species of The $5^{th}$ forest type map using Shannon-weaver index (H'), evenness index ($E_i$) and richness index ($R_i$). The diversity index was analyzed and compared according to the changes of 12 spatial scales from Kernel size $3{\times}3$ to $73{\times}73$ and basin unit. As for H' and $R_i$, spatial scale increased as diversity index decreased, while $E_i$ decreases gradually. H' and $R_i$ was highest; each 1.1 and 0.6, when the Kernel size was $73{\times}73$, while $E_i$ was 0.2, the lowest. When you look at according to the basin unit, for large basin unit, 'YeongDong' region shows higher diversity index than 'YeongSeo' region. For middle basin unit, 'Gangneung Namdaecheon' region, and for small basin unit, 'Gangneung Namdaecheon' and 'Gangneung Ohbongdaem' region shows high diversity index. When you look at the relationship between diversity index and Geographic factors, H' shows positive relation to curvature and sunshine factor while shows negative to elevation, slope, hillshade, and wetness index. Also $E_i$ was similar to the relationship between H' and Geographic factor. Meanwhile, $R_i$ shows positive relationship to curvature and sunshine factor, while negative to elevation, slope, hillshade, and wetness index. macro unit diversity index evaluation was possible through the GIS data and spatial filtering, and it can be a good source for local biosphere conservation policy making.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2020년도 학술발표회
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• pp.97-97
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• 2020

Flooding in urban areas is caused by heavy rains for a short period of time and drains within 1 to 2 hours. It is also characterized by a small flooding area. In addition, flooding is often caused by various and complex causes such as land use, basin slope, pipe, street inlet, drainage pumping station, making it difficult to predict flooding. Therefore, this study analyzes the effect of each basin characteristic on the occurrence of flooding in urban areas by correlating various basin characteristics, whether or not flooding occurred, and rainfall(Limit Rainfall), and intends to use the data for urban flood prediction. As a result of analyzing the relationship between the imperviousness and the urban slope, pipe, threshold rainfall and limit rainfall, the pipe showed a correlation coefficient of 0.32, and the remaining factors showed low correlation. However, the multiple correlation analysis showed the correlation coefficient about 0.81 - 0.96 depending on the combination, indicating that the correlation was relatively high. In the future, I will further analyze various urban characteristics data, such as area by land use, average watershed elevation, river and coastal proximity, and further analyze the relationship between flooding occurrence and urban characteristics. The relationship between the urban characteristics, the occurrence of flooding and the limiting rainfall amount suggested in this study is expected to be used as basic data for the study to predict urban flooding in the future.

• 대한원격탐사학회지
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• 제26권6호
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• pp.665-673
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• 2010

The role of remote sensing in phenological studies is increasingly regarded as a key in understanding large area seasonal phenomena. This paper describes the application of Moderate Resolution Imaging Spectroradiometer (MODIS) time series data for vegetation classification using seasonal variation patterns. The vegetation seasonal variation phase of Seoul and provinces in Korea was inferred using 8 day composite MODIS NDVI (Normalized Difference Vegetation Index) dataset of 2006. The seasonal vegetation classification approach is performed with reclassification of 4 categories as urban, crop land, broad-leaf and needle-leaf forest area. The BISE (Best Index Slope Extraction) filtering algorithm was applied for a smoothing processing of MODIS NDVI time series data and fuzzy classification method was used for vegetation classification. The overall accuracy of classification was 77.5% and the kappa coefficient was 0.61%, thus suggesting overall high classification accuracy.