• 한국습지학회지
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• 제12권3호
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• pp.79-97
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• 2010

본 연구의 목적은 연 증발접시 증발량의 수문학적 분해를 위하여 신경망모형을 적용하는데 있다. 신경망 모형은 각각 다층 퍼셉트론 신경망모형(MLP-NNM)과 지지벡터기구 신경망모형(SVM-NNM)으로 구성되어 있다. 그리고 신경망모형의 수행평가를 위하여 훈련 및 테스트과정으로 구성되었다. 신경망모형의 훈련과정을 위하여 실측, 모의 및 혼합자료와 같은 세 가지 형태의 자료가 사용되었으며, 테스트과정을 위해서는 실측자료만 이용되었다. 평가를 위하여 4가지의 통계학적 지표(CC, RMSE, E, AARE)가 각각 제시되었으며, ANOVA 및 Mann-Whitney U 검증을 이용하여 실측 및 계산된 월 증발접시 증발량자료에 동질성검증을 실시하였다. 본 연구를 통하여 비선형 시계열자료의 수문학적 분해를 위해서 MLP-NNM과 SVM-NNM의 적용성을 평가하였다. 게다가 연 증발접시 증발량 자료의 수문학적 분해로부터 신뢰성있는 월 증발접시 증발량자료를 구축할 수 있을 것이며, 관개배수 네트워크 시스템의 평가를 위한 이용가능한 자료를 제공할 수 있을 것이다.

• 한국수자원학회논문집
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• 제43권7호
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• pp.667-679
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• 2010

분포형 수문모형은 컴퓨터 하드웨어의 급속한 발전과 GIS를 이용한 수문지리공간정보에의 접근성 및 활용성 증가에 따라 근래에 많은 발전을 이루게 되었다. 하지만 물리기반의 분포형 수문모형은 입력자료 구축 및 모형구동에 많은 시간과 노력이 필요하며 수문자료가 불충분한 미계측 유역에서는 모형의 구축이 어렵다는 한계점을 지니고 있다. 이에 본 논문에서는 개념적 격자 물수지 기법을 이용한 개념적 분포형 수문모형 S-RAT을 개발하였다. S-RAT 모형은 집중형 수문모형의 자료구축의 간편성과 분포형 수문모형의 공간적 유출해석 능력을 동시에 만족할 수 있으며 격자기반 레이더강우자료를 활용할 수 있다. 또한 전처리과정 및 유역의 지형자료 추출 기능을 탑재함으로 상용 GIS 분석 도구들에 대한 의존성이 없는 장점을가진다. 본 논문에서는 도시유역인 중랑천 유역과 산지유역인 내린천 유역 적용을 통해 S-RAT 모형의 유출모의능력 및 매개변수의 시공간적 전이성을 확인하였으며 지상강우와 레이더강우의 입력 자료로써의 활용성을 확인하였다.

• 환경영향평가
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• 제3권2호
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• pp.57-67
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• 1994

The National Park should be preserved as described in the regulation. However, the development has resulted in degrading the environment in the park. Especially, the collective facility area has been developed for the commercial benefit rather than for the preservation. So, it is necessary to figure out the impact of the development plan proposed. Thus, the purpose of this study is to explore the hydrologic effects due to the collective facility area development in the National Park. The study site is the second collective facility area of Mt. Kyeryong National Park. The analysis of hydrologic effects due to the development has been carried out using the GIS in this study. The Rational Method and Soil Conservation Service(SCS) were used to estimate the runoff volume. During this procedure, GIS software, ARC/INFO was used to integrate, manipulate, and calculate the attribute value of a number of ploygons which represen each land use characteristic. A program was written to compute the attribute value of each polygon and to estimate the difference of peaktime runoff volume before and after development.

• 한국물환경학회지
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• 제26권6호
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• pp.903-909
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• 2010

The purpose of this study was evaluated on the applicability of Load Duration Curve Method (LDC Method) using HSPF watershed model and sampling data for efficient TMDLs in Korea. The LDC Method was used for assessment pollutant characteristics in watershed and water quality variation in each water flow level. Load Duration Curve is applied for judge the level of impaired water-body and can be estimated the impaired level by pollutant, such as BOD, T-N, and T-P in this study depending on variation of stream flow. As a result, BOD, T-P was usually exceed the standard value at low flow and dry hydrologic period. Improvement of effluent concentration from WWTP and riparian buffer protection zone are effective to improve the water quality. T-N showed the worst condition at mid-range hydrologic period and moist hydrologic period. Therefore, soil erosion control program and BMPs for non-point source pollution control is effective for recovery the water quality, which can be useful method for management of water quality in the plan of recovery water quality spontaneously. Applicability of LDC Method was evaluated in the Nakbon A watershed. However, we need to consider more detailed and accumulated data set such as accurate GIS data and detail pollution data, and WWTP discharge water quality data for accurate evaluation of watershed. Overall, The LDC Method is adequate for evaluation of watersheds characteristics, and its application is recommended for watershed management and TMDL Implementation.

• 한국농공학회:학술대회논문집
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• 한국농공학회 2005년도 학술발표논문집
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• pp.324-329
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• 2005

This study considers that hydrologic stability evaluation of agricultural reservoirs designed by past standards and approximate increase methods of flood control when PMF(Probable maximum flood) flows in.

• 한국농공학회지
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• 제30권3호
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• pp.58-68
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• 1988

Most of the Korean watersheds are mountaineous and consist of various soil types and land uses And seldom watersheds are found to have long term hydrologic records. The SNUA, a hydrologic watershed model was developed to meet the unique characteristics of Korean watershed and simulate the storm hydrographs from a small mountaineous watershed. Also the applicability of the model was tested by comparing the simulated storm hydrographs and the observed from Dochuk watershed, Gwangjugun, Kyunggido The conclusions obtained in this study could be summarized as follows ; 1. The model includes the simulation of interception, evaporation and infiltration for land surface hydrologic cycle on the single storm basis and the flow routing features for both overland and channel systems. 2. Net rainfall is estimated from the continuous computation of water balance at the surface of interception storage accounting for the rainfall intensities and the evaporation losses at each time step. 3. Excess rainfall is calculated by the abstraction of infiltration loss estimated by the Green and Ainpt Model from the net rainfall. 4. A momentum equation in the form of kinematic wave representation is solved by the finite differential method to obtain the runoff rate at the exit of the watershed. 5. The developed SNUA Model is a type of distributed and event model that considers the spatial distribution of the watershed parameters and simulates the hydrograph on a single storm basis. 6. The results of verification test show that the simulated peak flows agree with the observed in the occurence time but have relative enors in the range of 5.4-40.6% in various flow rates and also show that the simulated total runoff have 6.9-32% of relative errors against the observed. 7. To improve the applicability of the model, it was thought that more studies like the application test to the other watersheds of various types or the addition of the other hydrologk components describing subsurface storages are needed.

• 물과 미래
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• 제28권3호
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• pp.159-173
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• 1995

본 연구는 도시화로 인해 야기되는 도시유역의 홍수재해를 경감시키기 위하여 우수유출억제대책으로 유역내의 일부에 지체저류시설을 설치하는 방안을 검토하는 것으로서, 도시화의 진전상태에 따라 도시유역의 수문응답특성을 파악하고 적정 지체저류시설의 위치와 크기를 결정하기 위해 유역면적이 각각 1$\textrm{km}^2$, 10$\textrm{km}^2$인 가상의 소유역 및 전유역과 실제 도시유역을 대상으로 해석하였다. 강우빈도, 토지이용단계, 배수패턴, 허용방류량의 규모에 대해 도시화의 진전상태에 따른 수문응답특성을 파악하였으며, 실유역으로는 서울특별시의 잠실 2 및 성내 1 유수지 배수구역을 선정하여 지체저류시설의 크기와 위치를 나타내는 회귀식을 유도하여 제시하였다.

• 물과 미래
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• 제21권1호
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• pp.77-86
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• 1988

본 연구의 목적은 연수문자료를 추계학적 방법은 Runs의 이론으로 해석하는데 있다. 일정수문량(Truncation Level ; T.L. 일정수문량) 별로 발생하는 Run-length의 통계적 특성을 이용하여 수문시계열의 구조를 조사하였으며 Run-length의 상대빈도에 대하여 이론치와 관측치를비교 분석한 결과 대체적으로 이론치에 근접하였다. 따라서 임의의 일정수문량에 대하여 조기(dry period)와 양기(wet peried)의 확률을 추정할 수 있음을 규명 하였다. 분석에 사용한 자신은 비교적 장기간의 자료를 얻을 수 있는 지점의 연강우량(4개지점)과 연유출량 자료(3개지점)을 사용하였다. 연유출량자료는 Markov 모델에 의하여 모의발생된 자료를 사용하였으며 이에 대한 모델의 적용성을 검정하였다. 또한 통계적 분석방법인 양쪽 검정(two side test) 결과에 의하면 각 지점별 연수문자료는 독립계열로 판명 되었으며 연유출계열에 대하여 Markov 모델의 적용성을 찾아낼 수 있었다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2008년도 학술발표회 논문집
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• pp.1324-1328
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• 2008

RUSLE(Revised Universal Soil Loss Equation) is one of empirical models for estimating the soil loss effectively, when there is no measured data from the study areas. It has been researching into application and estimation of the RUSLE parameters in Korea. As one of the RUSLE parameters, the rainfall-runoff erosivity factor R, is closely connected hydrologic characteristics of the study areas. It requires a continuous record of rainfall measurement at a minute time step for each storm to calculate an accurate R factor by the RUSLE methodology and it takes a lot of time to analyze it. For the more simplified and reasonable estimation of the rainfall erosivity, this study researched for correlation between the rainfall erosivity and mean annual precipitation used 122 data from the existing studies in Korea. Considering hydrologic homogeneity, new regression equations are presented and compared with other annual erosive empirical index for the test of application. As the results, the study presents the isoerodent map at 59 sites in Korea, using annual rainfall data by the Korea Meteorological Administration from 1978 to 2007.

• 환경영향평가
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• 제9권1호
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• pp.25-37
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• 2000

This paper presents a study of hydrological and hydraulic model applications in environmental impact statements which were submitted during recent years in Korea. In many cases (almost 70 %), the hydrological and hydraulic changes were neglected from the impact identification processes, even if the proposed actions would cause significant impacts on those environmental items. In most cases where the hydrological and hydraulic impacts were predicted, simple equations were used as an impact prediction tool. Computer models were used in very few cases(5%). Even in these few cases, models were improperly applied and thus the predicted impacts would not be reliable. The improper applications and the impact neglections are attributed to the fact that there are no available model application guidelines as well as no requirements by the review agency. The effects of mitigation measures were not analyzed in most cases. Again, these can be attributed to no formal guidelines available for impact predictions until now. A brief guideline is presented in this paper. This study suggested that the model application should be required and guided in detail by the review agency. It is also suggested that the hydrological and hydraulic items shoud be integrated with the water quality predictions in future, since the non-point source pollution runoff is based on the hydrologic phenomena and the water quality reactions on the hydraulic nature.