• 한국농공학회:학술대회논문집
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• 한국농공학회 1999년도 Proceedings of the 1999 Annual Conference The Korean Society of Agricutural Engineers
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• pp.771-776
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• 1999

RUSLE was applied to estimate annual soil loss from two small agricultural watersheds in Kangwon-do, Korea. GIS input parameters were prepared by using DEMs and soil maps prepared by the NGIS project and Rural Development Adminstration, respoctively. RUSLE parameters were prepared based on existing data and equations. Estimated annual soil loss was graphically presented to easily visualize the large soil loss area. Uplands and vineyards proved to be the two greatest sources for soil erosion. It was suggested to develop effective management practices to reduce the soil erosion from uplands and vineyards.

• 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

• 한국물환경학회지
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• 제25권2호
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• pp.245-255
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• 2009

CN values are changed by various surface condition, which is cover type or treatment, hydrologic condition, or percent impervious area, even the same combination of land use and hydrologic soil group. In this study, CN parameters were regionalized for Nakdong River Basin by Long-Term Hydrologic Impact Assessment (L-THIA) coupled with SCE-UA, which is one of the global optimization technique. Six watersheds were selected for calibration (optimization) and periodic validation and two watersheds for spatical validation as ungauged watershed within Nakdong River Basin. Nash-Sutcliffe (NS) values were 0.66~0.86 for calibration, 0.68~0.91 for validation, and 0.60 and 0.85 for ungauged watersheds, respectively. Urban area for the selected watersheds covered high impervious area with 85% for residential area and 92% for commercial/industrial/transportation area. Hydrologic characteristics for crop area was similar to row crop with contoured treatment and poor hydrologic condition. For the forested area, hydrologic characteristics could be clearly distinguished from the leaf types of plant. Deciduous, coniferous, and mixed forest showed low, moderate, and high runoff rates by representing wood with fair and poor hydrologic condition, and wood-grass combination with fair hydrologic condition, respectively. CN parameters from this study could be strongly recommended to be used to simulate runoff for ungauged watershed.

• 한국산림과학회지
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• 제56권1호
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• pp.82-89
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• 1982

필자(筆者)는 자매이카국(国) 주재(駐在) 미주기구(美洲機構) 농업연구소(農業硏究所)에서 약 2년간(年間) 토양보전(土壤保全) 및 유역관리분야(流域管理分野) 담당연구원(擔当硏究員)으로서 근무하였다. 이 논문(論文)은 자매이카국(國)에서의 이 분야(分野) 연구자료(硏究資料)와 인용문헌등(引用文獻等) 분석결과(分析結果)로 작성(作成)된 것이다. 자매이카국(国)의 국토면적(国土面積)은 약(約) $11,440km^2$이며, 33개의 유역군(流域群)으로 구분(区分)되는데, 이 중에서 18개 유역(流域)은 특(特)히 그 상류유역(上流流域)이 심히 황폐(荒廃)된 것으로 분석(分析)되었다. 유역(流域)의 보전(保全) 및 복구대책(復旧対策)이 긴급히 요구(要求)되는 면적(面積)은 약 164,000ha이며, 이 중에서 최우선적(崔優先的)으로 처리(處理)되어야 할 5개 유역(流域) 면적(面積)은 약 36,900ha에 이른다. 유역자원(流域資源)을 최대(最大)로 보전(保全)하기 위한 국가적(国家的) 차원(次元)에서의 유역관리계획(流域管理計㓰)이 긴급히 요망(要望)된다.

• 한국농공학회논문집
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• 제57권4호
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• pp.121-133
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• 2015

The TANK model has been widely used in rainfall-runoff modeling due to its simplicity of concept and computation while achieving forecast accuracy. A major barrier to the model application is to determine parameter values for ungauged watersheds, leading to the need of a method for the parameter estimation. The objective of this study was to develop regression equations for estimating the 3th TANK model parameters considering their variations for the ungauged watersheds. Thirty watersheds of dam sites and stream stations were selected for this study. A genetic algorithm was used to optimize TANK model parameters. Watershed characteristics used in this study include land use percent, watershed area, watershed length, and watershed average slope. Generalized equations were derived by correlating to the optimized parameters and the watershed characteristics. The results showed that the TANK model, with the parameters determined by the developed regression equations, performed reasonably with 0.60 to 0.85 of Nash-Sutcliffe efficiency for daily runoff. The developed regression equations for the TANK model can be applied for the runoff simulation particularly for the ungauged watersheds, which is common for upstream of agricultural reservoirs in Korea.

• 대한지리학회지
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• 제37권5호
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• pp.536-550
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• 2002

이 연구는 7년 동안의 수문, 기후, 수질자료를 이용하여 펜실바니아 38개 유역 수질의 공간적 변이 패턴을 고찰하였다. 연구기간동안 도시적, 농업적 토지이용이 많은 유역에서 농도의 변이가 심하게 나타났다. 질소의 농도는 농업적 토지이용과. 인의 농도는 도시적 토지이용과 상관관계가 높게 나타났다. 주성분분석을 통해 이들의 농도 변이를 설명하는 주요 성분 셋이 - 토지 지형관련, 기후관련, 규모 - 도출되었다. 부분 여분 분석을 통해 기후, 토지, 지형의 복합적인 영향이 질소 농도 변이의 28.1%를 설명하고 있으며, 순수한 토지 변수의 영향이 인 농도의 41.8 o/o를 설명하고 있음을 알 수 있었다. 주 전체적인 차원에서 농도변이의 뚜렷한 지리적 패턴-북서부지역의 낮은 농도와 남동부지역의 높은 농도-이 나타나고 있으며, 이는 지역적 규모에서 수문, 기후, 토지이용, 지형 등 여러 가지 환경변수의 복합적인 상호관련성을 반영하고 있다.

• 한국산림과학회지
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• 제87권1호
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• pp.11-19
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• 1998

산림소유역의 유출현상을 정량적으로 분석 평가하기 위한 개념적(槪念的)인 강우(降雨)-유출(流出) 수문모형(水文模型) 개발하기 위한 목적으로 산림소유역에서의 유출성분을 2단의 직렬저류탱크로 구성하고 여기에 산림수관에 의한 차단량과 집중호우 발생시의 지표유출성분을 재현하는 각각 1개씩의 탱크를 조합하여 총 4단의 탱크를 가진 강우-유출모형을 개발하였다. 또한, 본 모형의 적용성을 검증하기 위하여 전남 광양시 소재 서울대 농생대 부속 남부연습림 추산 시험장내 두 개소의 산림소유역을 시험유역으로 선정하고 1994년 1월부터 1996년 8월까지의 실측된 강우량, 유출수량 및 수관차단우량 자료로써 모형의 매개변수의 보정 및 적용성을 검증하였다. 보정 매개변수를 이용한 본 모형의 일유출량 모의발생치를 시험유역의 일별 실측치와 비교한 결과, 두 시험유역에서 모두 장기간 및 단기간에 있어서 실측치와 비교적 정확하게 일치하는 것으로 분석되었다.

• 농촌계획
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• 제11권4호
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• pp.47-57
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• 2005

The goal of this research is to evaluate landscape-ecological characteristics of watersheds in the Nakdong River Basin by using Geogaphic Information System (GIS) and landscape indices for integation of spatio-temporal informations and multivariate statistical techniques for quantitative analysis of forest landscape. Fragmentation index and change matrix techniques using factor analysis and grid overlay method were used to efficiently analyze and manage huge amount of information for ecological-environmental assessment (land-cover and forest landscape patterns). According to the results based on the pattern analysis of land-cover changes using the change detection matrix between 1980s and 1990s, addition on 750km$^2$ became urbanized areas. The altered 442.04km$^2$ was agricultural areas which is relatively easy for shifting of land-use, and 205.1km$^2$ of forests became urbanized areas, and average elevation and slope of the whole altered areas were 75m and 4$^{\circ}$. On the other hand, 120km$^2$ of urban areas were changed into other areas (i.e., agricultural areas and green space), and fortunately, certain amount of naturalness had been recovered. But still those agricultural areas and fallow areas, which were previously urban areas, had high potential of re-development for urbanization due to their local conditions. According to the structural analysis of forest landscape using the landscape indices, the forest fragmentation of watersheds along the main stream of the Nakdong River was more severe than my other watersheds. Furthermore, the Nakdong-sangju and Nakdong-miryang watersheds had unstable forest structures as well as least amount of forest quantity. Thus, these areas need significant amount of forest through a new forest management policy considering local environmental conditions.

• 한국농공학회지
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• 제20권3호
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• pp.4739-4749
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• 1978

This studies were conducted to derive synthetic unitgraphs and triangular unitgraphs correlated with watershed characteristics which can be used to the estimation and control of flood for the rational development of Agricultural water resources. Derived Synthetic unitgraphs and Triangular unitgraphs can be applied to the ungaged watersheds were compared with average unitgraphs by observed data. Seven small watersheds were selected as studying basins Han, Geum, Nakdong, Yeongsan and Inchon river system. The results summarized for these studies are as follows: 1. Average unitgraphs by observed data and dimensionless unitgraphs for synthesis were derived for all river systems. 2. Peak discharge per unit area of the unitgraph, qp, was derived as qp=10-0.389-0.0424Lg with a high significance. 3. Formulas for the base width of unitgraph of 50 and 75 percent for peak flow for each water systems was adopted as Table 5. 4. The base length of the unitgraph, Tb, in hours in connection with time to peak, Tp, in hours was expressed as Tb =4.3Tp. 5. Peak discharge, Qp, were obtained as Table 6 by the Triangular form to all subwatersheds. 6. Relative errors in the peak discharge of the synthetic unitgraphs showed to be 7.3 percent to the peak of observed average unitgraphs except errors of peak discharge for Yeongsan river system. This indicates that Synthetic unitgraphs for the small watersheds of Han, Geum, Nakdong and Inchon river systems can be applied to the ungaged watersheds. On the other hand, It was confirmed that the accuracy of Instantaneous Unit Hydrograph with only 1.6 percent as relative errors was approaching more closely to the observed average unitgraph than that of synthetic unitgraph with relative errors. 23.9 percent for Yeongsan river system. 7. Errors in the peak discharge of the triangular unitgraph to the observed average unitgraph showed to be 0.6 percent to 7.5 percent which can be regarded as a high precision within the range of 200 to 500$\textrm{km}^2$ in area. On the contrary, application of triangular unitgraph within the range of 200$\textrm{km}^2$ in area has defined as a unsuitable method because of high relative errors, 26.4 percent to 61.6 percent.

• 한국농공학회지
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• 제28권3호
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• pp.69-78
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• 1986

This studies were established to find out the characteristics of frequency distributiom for the number of occurrence and magnitude, probable flood flows according to the return periods, design floods, and design frequency factors for the studying basins in relation to the risk levels which can be correlated with design return period and the life of structure in the non-annual exceedance series. Eight watersheds along Han, Geum, Nak Dong and Seom Jin river basin were selected as studying basins. The results were analyzed and summarized as follows. 1. Poisson distribution and Exponential distribution were tested as a good fitted distributions for the number of occurrence and magnitude for exceedance event, respectively,at selected watersheds along Han, Geum, Nak Dong and Seom Jin river basin. 2.Formulas for the probable flood flows and probable flood flows according to the return periods were derivated for the exponential distribution at the selected watersheds along Han, Geum, Nak Dong, and Seom Jin river basin. 3.Analysis for the risk of failure was connected return period with design life of structure in the non-annual exceedance series. 4.Empirical formulas for the design frequency factors were derivated from under the condition of the return periods identify with the life of structure in relation to the different risk levels in the non-annual exceedance series. 5.Design freguency factors were appeared to be increased in proportion to the return periods while those are in inverse proportion to the levels of the risk of failure. Numerical values for the design frequency factors for the non-annual exceedance series ware appeared generally higher than those of annual maximum series already published by the first report. 6. Design floods according to the different risk levels could be derivated by using of formulas of the design frequency factors for all studying watersheds in the nor-annual exceedance series.