• 한국지역지리학회지
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• 제4권1호
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• pp.121-134
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• 1998

본 연구에서는 위성영상과 GIS를 이용하여 금호강유역(琴湖江流城)의 유역특성인자(流域特性因子) 주제별로 데이터베이스화하여 수문특성자료(水文特性資料)를 산출하였다. 토지에 대한 정량적인 정보를 제공해 주는 위성영상(衛星映像)처리를 통한 토지이용도 작성은 금호강유역(琴湖江流城)과 같이 광범위한 유역(流域)의 토지이용자료를 분석하는데 매우 효율적이며, 또한 대량의 지표자료의 정확한 분석이 가능하고 이를 다른 주제도와 중첩함으로써 공간적인 주제간의 통계적 연산의 가능성을 확인할 수 있었다. 또한 GIS를 이용한 유역특성인자(流域特性因子)의 분석은, 기본도에서 주제별로 tracing하는 과정은 효과적이지 못하나, 일단 수치화 하여 데이터베이스화하면 상이한 주제도와의 중첩분석과 속성자료와의 상관분석이 가능하므로, 유역(流域)관리와 유역(流域)의 지표공간 분석에 매우 효율적으로 이용될 수 있을 것으로 사료된다. 특히 지표면 변화에 대한 자료의 수정 및 갱신이 용이하며 유역(流域)에 대한 인문사회 속성자료와의 상관분석으로 보다 신속하고 정확한 유역특성자료(流城特性資料)의 추출 및 보다 효율적인 유역(流城)관리 방안을 구축할 수 있을 것이다.

• 한국농공학회지
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• 제42권6호
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• pp.45-55
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• 2000

Seasonal water requirements by paddy rice is important to water budgeting for the water resources planning at a basin scale. This paper compares the water requirements resulting from different approaches for the Han River Basin. The demands from the drought years of 1967 and 1968 were found to be significantly less than the irrigation standards. This may result in significant underestimation of the basin-wide water demands. A conversion factor method is proposed to define seasonal irrigation demands. The factor is defined from the ratios of the standards for each growing stage to the drought year demands. The results were compared satisfactorily with those from the irrigation standards, and readily applicable to the water resources planning.

• 한국농공학회지
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• 제9권2호
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• pp.1291-1295
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• 1967

This paper is a brief description on the task of the basic investigation of the water resource development of the principal river basins in this country for all- weather farming. In order to show how the people in the nation can best be benefited by further development of the water resources of the basins, this paper includes a description of the in individual basin's resource, its needs and problems, and its present and future development of the water resources within the natural drainage basin of the rivers are listed and their over-all results are summarised in the investigation report and separately filled. It is hoped that the government should continue and expand its detailed investigations of potential projects within the each principal river basin to obtain adequate information by which the Union of Land improvement Association can formulate a comprehensive plan for use of all the water resources of the basin's and select and recommend projects for successive stages of development.

• Water Engineering Research
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• 제2권4호
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• pp.219-229
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• 2001

Synthetic unit hydrograph equations for rainfall run-off characteristics analysis and estimation of design flood have long and quite frequently been presented, the Snyder and SCS synthetic unit hydrograph. The major inputs to the Snyder and SCS synthetic unit hydrograph are lag time and peak coefficient. In this study, the methods for estimating lag time and peak coefficient for small watersheds proposed by Zhao and McEnroe(1999) were applied to the Kum river basin in Korea. We investigated lag times of relatively small watersheds in the Kum river basin in Korea. For this investigation the recent rainfall and stream flow data for 10 relatively small watersheds with drainage areas ranging from 134 to 902 square kilometers were gathered and used. 250 flood flow events were identified along the way, and the lag time for the flood events was determined by using the rainfall and stream flow data. Lag time is closely related with the basin characteristics of a given drainage area such as channel length, channel slope, and drainage area. A regression analysis was conducted to relate lag time to the watershed characteristics. The resulting regression model is as shown below: ※ see full text (equations) In the model, Tlag is the lag time in hours, Lc is the length of the main river in kilometers and Se is the equivalent channel slope of the main channel. The coefficient of determinations (r$^2$)expressed in the regression equation is 0.846. The peak coefficient is not correlated significantly with any of the watershed characteristics. We recommend a peak coefficient of 0.60 as input to the Snyder unit-hydrograph model for the ungauged Kum river watersheds

• 대한지리학회지
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• 제43권3호
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• pp.263-275
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• 2008

본 연구는 임진강 유역 DMZ 지역의 남북한을 대상으로 토지이용에 따른 지표침식량을 RUSLE 모델을 이용하여 비교 분석한 것이다. 토양유실이 상대적으로 많이 일어나는 지역은 북한의 나대지 그리고 경사가 급한 곳에 위치한 밭농사 지역 등이며, 남한지역은 북한 유실량의 1/3 정도로 낮게 나타났다. 북한의 토양유실은 다년간 옥수수 밭과 같은 야산의 농경지 개간으로 인해 노출된 지표 토양이 강우 시에 씻겨 내려 하천으로 유입되기 때문이다. 또한 하천의 정비가 제대로 이루어지지 않아 운반된 하상퇴적물이 높이 쌓이고 하류로 이동하여 하류의 댐 저류지에 퇴적되어 담수용량이 줄어들면서 퇴적물 위로 물이 넘쳐 결국 더 큰 홍수유발의 위험이 있다. 연구지역은 현실적인 접근성의 불리함 때문에 그동안 연구에 많은 제한을 받아왔으나 위성영상 및 수리적 분석을 통해 앞으로 발생할 수 있는 환경문제를 최소화시키는데 기여할 것으로 본다.

• 한국습지학회지
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• 제19권3호
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• pp.335-344
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• 2017

본 연구에서는 미계측유역의 설계홍수량을 산정하는 방안으로 유역의 면적비를 적용하는 방안을 제안하였다. 이를 위해 유역출구에서의 실측자료를 활용하여 유출매개변수를 결정하고 면적비를 적용하여 첨두홍수량을 산정하였다. 위 방법론을 검증하기 위해 소하천 유역의 관측유량 및 하천정비종합계획의 설계홍수량과의 비교를 통해 면적비 전이 방법론의 타당성을 검토하였다. 그 결과를 정리하면 다음과 같다. 면적비를 적용한 유출량과 관측유량자료를 비교한 결과 14~25% 정도의 차이를 보였다. 제안된 방법론의 타당성을 재확인하기 위해 하천정비종합계획에서 산정된 첨두유량과 소유역과의 면적비로 계산한 첨두유량을 비교하였다. 이를 위해 31개소의 소하천을 대상으로 설계홍수량을 비교한 결과, 20% 정도의 홍수량의 차이가 발생하였다. 따라서 면적비를 적용한 미계측지역에서의 첨두유량 산정방법론이 타당하다고 판단된다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.15-21
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• 2007

Due to a decreasing tendency of river runoff in the Laohahe River basin in North China, quantitative analysis was made with the aid of the conceptual Xinanjiang model under the background of nature climate variability as well as human-induced climate change according to the long-term observational hydrometeorological data. In the past, the human effect on surface water resources was estimated by investigating the impact of human activities on each item in the equation of water balance, so as to calculate water quantity of each item in the original natural status. It seems to be clear conceptually. It is appropriate just for the case of direct impact, such as water transfer from one basin to another, water storage by various scales of hydraulic projects, besides a huge amount of investigation and indeterminate statistics data when applied in practice. It is difficult for us to compute directly water consumption due to the implementation of measures for soil conservation, the improvement of farming techniques in agriculture, the growth of population in towns and villages, and the change of socioeconomic structure. In view of such situation, the Xinanjiang model was used to separate human impact from the climatic impact on water resources. Quantitatively human activity made river runoff decrease by 1.02, 50.67, 58.06 mm in 1960's, 1970's, 1980's, respectively, while by 97.2 mm in 1990's in the sense of annual average in the Laohahe River basin.

• Water Engineering Research
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• 제7권1호
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• pp.1-8
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• 2006

Recently, the population growth and agricultural development are rapidly undergoing in the South-West Texas. The junction of three river basins such as Lavaca river basin, Colorado-Lavaca Coastal basin and Lavaca-Guadalupe Coastal basin, are interesting for non-point and point source pollutant modeling: Especially, the 2 basins are an intensively agricultural region (Colorado-Lavaca Coastal/Lavaca-Guadalupe Coastal basins) and several cities are rapidly extended. In case of the Lavaca river basin, there are many range land. Several habitat types wide-spread over three relatively larger basins and five wastewater discharge regions are located in there. There are different hazardous substances which have been released. Total nutrient loads are composed of land surface load and river load as Non-point source and discharge from wastewater facilities as point source. In 3 basins region, where point and non-point sources of poll Jtion may be a big concern, because increasing fertilizers and pesticides use and population cause. This project objective seeks to how to assess and control the accumulation of non-point and point source and discuss the main impacts of agriculture and environmental concern as non-point source with water quality related to pesticides, fertilizer, and nutrients and as point source with wasterwater discharge from cities. The GIS technique has been developed to aid in the point and non-point source analysis of impacts to natural resource within watershed. This project shows the losses in $kg/km^2/year$ of BOD (Biological Oxygen Demand), TN (Total Nitrogen) and TP (Total Phosphorus) in the runoff from the surface of 3 basins. In the next paper, sediment contamination will show how to evaluate in Estuarine habitats of these downstream.

• 한국지역지리학회지
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• 제22권4호
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• pp.843-855
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• 2016

본 연구는 지형학적 관점에서 대형옹관의 생산유적인 가마유적과 소비유적인 옹관묘 및 옹관고분의 입지특성을 밝히고 이를 토대로 대형옹관의 유통 경로를 추정하여 수운의 가능성을 제시하고자 하였다. 이를 위해 영산강 및 지류하천의 감조하천의 상한 지점과 하해혼성평탄지의 분포를 통해 도출된 조수의 영향권을 분석하였다. 분석결과 총 21개의 소비유적이 하천의 영산강 본류의 감조상한선인 지석천 합류점 이하의 구간에 입지하고 있으며, 이 중 18개소의 유적은 하해혼성평탄지와 접근성이 매우 높은 것으로 나타났다. 이를 바탕으로 영산강 유역의 소비유적들이 생산 유적으로부터 수운을 통한 옹관의 유통이 가능한 범위 내에 입지하였으며, 고대인들이 유적 입지 선정 시 수운이 가능 환경을 일부분 고려하였다는 사실을 추정할 수 있다.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2002년도 Proceedings of International Symposium on Remote Sensing
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• pp.721-727
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• 2002

Precipitation evapotranspiration and runoff are three key parameters of regional water balance. Problems exist in the traditional methods for calculating such factors , such as explaining of the geographic rationality of spatial interpolating methods and lacking of enough observation stations in many important area for bad natural conditions. With the development of modern spatial info-techniques, new efficient shifts arose for traditional studies. Guided by theories on energy flow and materials exchange within Soil-Atmosphere-Plant Continuant (SPAC), retrieval models of key hydrological parameters were established in the Yellow River basin using CMS-5 and FengYun-2 meteorological satellite data. Precipitation and evapotranspiration were then estimated: (1) Estimating tile amount of solar energy that is absorbed by the ground with surface reflectivity, which is measured in the visible wavelength band (VIS): (2) Assessing the partitioning of the absorbed energy between sensible and latent heat with the surface temperature, which was measured in the thermal infrared band (TIR), the latent heat representing the evapotranspiration of water; (3) Clouds are identified and cloud top levels are classified using both VIS and TIR data. Hereafter precipitation will be calculated pixel by pixel with retrieval model. Daily results are first obtained, which are then processed to decade, monthly and yearly products. Precipitation model has been has been and tested with ground truth data; meanwhile, the evapotranspiration result has been verified with Large Aperture Scintillometry (LAS) presented by Wageningen University of the Netherlands. Further studies may concentrate on the application of models, i.e., establish a hydrological model of the Yellow river basin to make the accurate estimation of river volume and even monitor the whole hydrological progress.