• Proceedings of the Korea Water Resources Association Conference
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• 2011.05a
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• pp.324-324
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• 2011

토양수분량과 증발산량은 물 순환과 강우-유출모형의 검증과 개발, 수자원 계획 및 개발, 작물의 소비수량 산정, 수자원의 손실량 산정 등에 다목적으로 이용되는 귀중한 수문자료로서 유역을 대표할 수 있는 적정한 위치에서 정기적으로 측정되어야 자료의 이용성이 크다. 선진 외국에서는 일찌기 자국의 유역특성에 맞는 토양수분량 및 증발산량 관측망을 구축하여 정기적으로 자료를 생산하여 활용하고 있으나, 국내의 경우는 관련기관의 특정 목적에 따라 관측을 수행하고 있을 뿐 유역을 대표할 수 있는 토양수분량 및 증발산량 자료를 생산하고 있지는 않다. 토양수분 및 증발산량은 기상, 유역, 토지피복, 토양, 임상 특성 인자에 따라 그 크기와 특성이 상이하다. 이와 같은 자료의 특성 때문에 토양수분량 및 증발산량 관측망은 반드시 유역의 대표성이 담보될 수 있도록 설계되어야 한다. 이에 따라 본 연구에서는 토양수분 및 증발산량의 조절인자에 대한 대표성을 반영 할 있는 면적 개념의 관측망을 개념화하여 이를 한강 등 5대 권역에 적용하였다. 토양수분 및 증발산량 관측망 설계 시 필요한 설계인자를 산정하기 위해서 "국가수자원관리종합정보시스템(WAMIS)"의 토지이용 자료를 활용하였으며, 그 결과 산림 66.8%, 논 25.98%, 밭 7.14%로 분석되었다. 산림지를 보다 세분화하였을 때 침엽수림 48.55%, 활엽수림 25.36%, 혼효림 27.09%로 분석되었으며, 이를 중권역수로 구분하면 침엽수림 69개, 활엽수림 21개, 혼효림 13개, 논 8개가 된다. 위의 분석 결과를 토대로 토양수분량 증발산량 관측망을 구축한 결과, 한강 권역은 8개소, 낙동강 권역 8개소, 금강 권역 5개소, 섬진강 권역 2개소, 영산강 권역 2개소의 총 25개소로 구축되었다.

• Korean Journal of Ecology and Environment
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• v.42 no.2
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• pp.200-211
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• 2009

A mathematical modeling program called Soil and Water Assessment Tool (SWAT) developed by USDA was applied to Kyongan stream watershed. It was run under BASINS (Better Assessment Science for Integrating point and Non-point Sources) program, and the model was calibrated and validated using KTMDL monitoring data of 2004${\sim}$2008. The model efficiency of flow ranged from very good to fair in comparison between simulated and observed data and it was good in the water quality parameters like flow range. The model reliability and performance were within the expectation considering complexity of the watershed and pollutant sources. The results of pollutant loads estimation as yearly (2004${\sim}$2008), pollutant loadings from 2006 were higher than rest of year caused by high precipitation and flow. Average non-point source (NPS) pollution rates were 30.4%, 45.3%, 28.1% for SS, TN and TP respectably. The NPS pollutant loading for SS, TN and TP during the monsoon rainy season (June to September) was about 61.8${\sim}$88.7% of total NPS pollutant loading, and flow volume was also in a similar range. SS concentration depended on precipitation and pollution loading patterns, but TN and TP concentration was not necessarily high during the rainy season, and showed a decreasing trend with increasing water flow. SWAT based on BASINS was applied to the Kyongan stream watershed successfully without difficulty, and it was found that the model could be used conveniently to assess watershed characteristics and to estimate pollutant loading including point and non-point sources in watershed scale.

• Journal of Korea Water Resources Association
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• v.38 no.10 s.159
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• pp.801-810
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• 2005

The lag time is one of the most important factors for estimating a flood runoff from streams. It is well known to be under the influence of the morphometric properties of basins which could be expressed by catchment shape descriptors. In this paper, the notion of the geometric characteristics of an equivalent ellipse proposed by Moussa(2003) is applied for calculating the lag time of geomorphological instantaneous unit hydrograph(GIUH) at the basin outlet. The lag time is obtained from the observed data of rainfall and runoff by using the method of moments suggested by Nash(1957), and the procedure based on geomorphology is used for GIUH. The relationships between the basin morphometric properties and the hydrological response are discussed as applied to 3 catchments In Korea. Additionally, the shapes of equivalent ellipse are examined how then are transformed from upstream area to downstream one. As a result, the relationship between the hydrological response and descriptors is shown to be comparatively good, and the shape of ellipse is presented to approach a circle along the river downwards. These results may be expanded to the estimation of hydrological response of ungauged catchment.

• Journal of Korea Water Resources Association
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• v.46 no.12
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• pp.1193-1207
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• 2013

Increase of impervious area caused by overdevelopment has led to increase of runoff and then the problem of flooding and NPS were brought up. In addition, as decrease of base flow made groundwater level to decline, a stream that dries up is issued. low impact development (LID) method which is possible to mimic hydrological water cycle, minimize the effect of development, and improve water cycle structure is proposed as an alternative. As introduction of LID in domestic increases, the study on small watershed is in process mainly. Also, analysis of property of hydrological runoff and load on midsize watershed, like sewage treatment district, is required, the study on it is still insufficient. So, area applying LID practices from watershed of Dongrae stream is pinpointed and made the ratio and then expand it to watershed of Oncheon stream. Among low impact development practices, Green Roof, Porous Pavement, and Bio- retention are selected for the application considering domestic situations and simulated with SWMM-LID model of each watershed and improvement of water cycle and reduction of non-point pollution loads was analysed. Improvement of water cycle and reduction of non-point pollution loads were analyzed including the property of rainfall and soil over long term simulation. The model was executed according to scenario based on combination of LID as changing conductivity in accordance with soil type of the watershed. Also, this study evaluated area of LID application that meets the efficiency of conventional management as a criteria for area of LID practices applying to sewer treatment district by comparing the efficiency of LID application with that of conventional method.