• 상하수도학회지
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• 제21권3호
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• pp.265-272
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• 2007

This study uses the SWAT model to analyze the characteristics of long-term runoff at the Ssang-cheon Basin located in the city of Sokcho, which is located in the province of Gangwon. The study considers the effect of snow packing and snow melting in a runoff simulation. In this simulation, the study examines the need to introduce a snow pack and snow melt model to evaluate the water resources of the mountainous region of the Gangwon province. The findings of this study indicate that the runoff hydrograph that was produced approximates the true measured flow when the effect of the snow pack and snow melt are considered, compared to when they are not factored in. The analysis of the flow duration curve indicates that the stream flow largely increases when the effect of the snow pack and snow melt are considered. The wet stream flow was shown to increase by nearly 3% due to the melting effect, while the normal stream flow, low stream flow and drought stream flow were shown to increase by slightly more than 10%. Specifically, it was found that as the stream flow decreases, the effect of the snow pack and snow melt on the stream flow increases.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2008년도 학술발표회 논문집
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• pp.2244-2248
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• 2008

This study was focused on estimated Stream Maintenance Flow and performed for simulate securing Stream Maintenance Flow in New town development area. Tributary streams were made of 6 small streams, joined Gong-ji Stream and Eu-am lake finally. For estimate Stream Maintenance Flow used Kajiyama and SWAT models for calculate available flow in study area. As a result the annual average stream flow dry years were $2,300{\sim}136,000\;m^/day3$, the annual average stream flow wet years were $4,800{\sim}136,031\;m^3/day$. The coefficient of determination($R^2$) and Nash-sutcliffe coefficient(EI) for comparison between Kajiyama and SWAT models were 0.88, 0.78 respectively.

• 한국물환경학회지
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• 제22권3호
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• pp.456-461
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• 2006

The facility of constructed wet land combined with filter media was examined in order to improve the water quality of a polluted stream, which has been performed as a part of national projects. Throughout 2 years of operation for a stream, it can provide the design and operating parameters for the purpose of future construction. The influent flow rate was about 50% against the design capacity. The removal efficiencies of BOD, $COD_{Mn}$, SS, T-N and T-P were 62.9%, 47.1%, 74.8%, 22.4% and 33.5%, respectively. In order to keep this facility stable, the removal of surface filter media and supplement should be periodically conducted. In addition, the proper selection of sites is recommended not to be flooded.

• 한국농공학회지
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• 제44권5호
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• pp.54-66
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• 2002

A grid-based hydrological model, CELTHYM, capable of estimating base flow and surface runoff using only readily available data, was used to assess hydrologic impacts caused by land use change on Little Eagle Creek (LEC) in Central Indiana. Using time periods when land use data are available, the model was calibrated with two years of observed stream flow data, 1983-1984, and verified by comparison of model predictions with observed stream flow data for 1972-1974 and 1990-1992. Stream flow data were separated into direct runoff and base flow using HYSEP (USGS) to estimate the impacts of urbanization on each hydrologic component. Analysis of the ratio between direct runoff and total runoff from simulation results, and the change in these ratios with land use change, shows that the ratio of direct runoff increases proportionally with increasing urban area. The ratio of direct runoff also varies with annual rainfall, with dry year ratios larger than those for wet years shows that urbanization might be more harmful during dry years than abundant rainfall years in terms of water yield and water quality management.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2006년도 하계학술발표대회 논문집
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• pp.621-626
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• 2006

Regenerative evaporative cooling is known as an environment-friendly and energy efficient cooling method. A regenerative evaporative cooler (REC) consisting of dry and wet channels is able to cool down the air stream below the inlet wet-bulb temperature. In the regenerative evaporative cooler, the cooling effect is achieved by redirecting a portion of the air flown out of the dry channel into the wet channel and spraying water onto the redirected air. In this study, a horizontal regenerative cooler is considered. In the horizontal regenerative cooler, the flow direction of evaporating water has a right angle to the flow direction of supply air. This difference was investigated with visualization technique and simplified 2-module performance test was done in a thermo-environment chamber. Optimum design configuration is changed due to the wet channel which are easily fully covered with evaporating water and block the air flow inside the channel. Applying the optimized fin configuration design with the highly wetting surface treatment, a regenerative evaporative cooler was fabricated and tested to Identify the cooling performance improvement and operation characteristics. From the experimental results at the intake condition of $32^{\circ}C$ and 50% RH, the supply temperature was measured to be around $23.4^{\circ}C$. The cooling effectiveness based on the inlet dewpoint temperature was evaluated 73% which is almost close to the design expectation.

• 한국물환경학회지
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• 제27권2호
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• pp.228-234
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• 2011

The goal of water quality management on stream and watershed is to focus not on discharged loads management but on a water quality management. Discharged loads management is not goal of water quality management but way for perform with total maximum daily loads management. It is necessary to estimate the relation between non-point source with stromwater runoff (NPSSR) and water quality to select a watershed where it is required to manage NPSSR for water quality improvement. To evaluate the effects of NPSSR on stream's water quality, we compare the aspects of water quality in dry and wet seasons using flow duration curve analysis based on flow rate variation data by actual surveying. In this study we attempt to quantify the variation characteristic of water quality and estimate the Inflow characteristic of pollution source with water quality and flow rate monitoring on 10 watersheds. We try to estimate water quality and flow rate by regression analysis and try again regression analysis with each high and low water quality data more than estimations. An analysis of relation between water quality and flow rate of 10 watersheds shows that the water quality of the Nonsan and the Ganggyeong streams had been polluted by NPSSR pollutants. Other eight streams were important point source more than NPSSR. It is wide variation range of $BOD_5$ also high average concentration of $BOD_5$. We have to quantify water quality variation by cv1 in wet season and cv365 in dry season with comparing the estimate of high water quality and low water quality. This method can be used to indicator for water quality variation according to flow rate.

• 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.715-720
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• 1999

When it rains, soil erosion occurs and soil particles move into the reservoirs or stream . Nutrients and contaminants, which are adsorbed on soil particles, flow into waterbody and are leached into water. Then they effect on water quality and eutrophicaltion of reservoirs. In this study , corrleation of SS to COD was surveyed , and that of SS to T-P was also done. R2 values in wet period were almost over 0.8, but were very low in dry period . THis shows that concentrations of COD and T_P will be assumed by using SS concentrations in wet period in stream.

• 대한환경공학회지
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• 제27권3호
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• pp.262-272
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• 2005

본 연구는 하구호 수질개선을 위한 유입하천정화 시설의 기초설계 자료를 마련하기 위한 일환으로 시작되었다. 조사대상 하천은 삽교호 유입 국가하천으로 도시관통 하천(곡교)과 농경지 관통하천(무한, 삽교)이었다. 3년 동안의 장기적인 수질관측결과 시기적으로 큰 변화를 나타내었다. 도시지역이나 농경지를 관통하는 하천에서 유량이 증가할수록 질소농도는 뚜렷이 감소하였다. 인 농도는 도시하천의 경우에는 질소와 마찬가지의 변화특성을 나타내었으나 반면에 농경지 유역하천의 경우에는 유량이 영향이 상대적으로 적었지만 유량이 크게 증가할 경우 오히려 크게 증가하였다. 그 이유는 강우에 따른 유량증가시 도시지역이나 농경지를 흐르는 하천수의 부유물질 농도는 크게 증가하지만 유출되는 부유물질의 화학적 특성이 전혀 다르기 때문으로 판단된다. 용존성 질소(dissolved-TN)는 대상하천에서 총질소의 약 $40{\sim}60%$를 차지하였으며 총인의 경우는 약 35% 가량이 용존성 인(dissolved-TP) 상태로 존재하였다. 하구호인 삽교호의 3개 유입하천에 대한 대표수질은 건기와 우기로 구분하여 결정하는 것이 타당하며, 대표수질 항목으로는 측정오차가 적고 유량변동에 따른 수질변화 특성을 가장 잘 표현하고 있는 TDS와 SS를 이용하는 것이 바람직할 것으로 사료된다. TDS는 건기의 총질소 농도 증가를 반영하며, SS는 우기의 총인 농도 증가를 설명하는데 효과적이다. 본 논문에서 제시된 누적확률그래프는 하천정화시설의 설계목적으로 다른 유역의 하천수질을 비교 평가하는데 유용하게 사용될 수 있을 것으로 사료된다.

• Korean Chemical Engineering Research
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• 제43권2호
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• pp.206-214
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• 2005

$TiO_2$에 담지된 불균일 촉매상에서 ppm 수준으로 존재하는 수중 유기오염물질들을 제거하기 위한 모델반응으로 액상 trichloroethylene(TCE) 분해반응을 선정하였으며, 여러 반응변수의 동시제어가 가능하도록 디자인된 연속 흐름식 고정층 반응기 내에서 incipient wetness 기법으로 제조된 여러 전이금속 산화물 촉매들의 TCE 분해활성을 조사하였다. 선택된 반응조건에서 모델반응의 내부확산저항은 없었으며, $36^{\circ}C$의 반응온도에서 촉매표면에 흡착에 의한 액상 TCE 제거된 정도는 무시할 만하였고 촉매반응에 의해서만 제거될 수 있었다. TCE 제거반응에 대한 촉매들의 활성 및 반응시간에 따른 분해효율의 의존성은 사용된 금속 산화물 및 담지체의 종류에 따라 달라지는 것으로 나타났다. 5 wt.% $CoO_x$/$TiO_2$ 촉매는 본 대상반응에 대하여 가장 우수한 활성을 갖는 것으로 나타났으며, 반응시간의 경과 정도에 따라 TCE 분해효율이 점진적으로 증가하여 안정되는 전이구간의 존재를 확인할 수 있었다. 이와 같은 촉매활성의 반응시간 의존성은 반응 초기와 일정시간 경과 후의 $TiO_2$ 표면에 존재하는 $CoO_x$의 표면구조가 상이할 뿐만 아니라 반응시간 경과와 함께 활성이 더욱 높은 Co species의 표면노출을 암시하고 있다. $NiO_x$, $CrO_x$와 같은 금속 산화물 촉매들의 반응활성은 매우 낮은 수준이었다. $TiO_2$와 MFI를 담지체로 하여 각각 incipient wetness법과 이온교환법으로 제조된 $CuO_x/TiO_2$, Cu-MFI, $FeO_x/TiO_2$ 및 Fe-MFI의 TCE 제거효율을 반응시간의 함수로 살펴본 결과, Cu 촉매들에서 관찰되는 반응시간-분해효율 거동과는 다른 현상이 $FeO_x/TiO_2$와 Fe-MFI 촉매상에서 관찰되었다. $36^{\circ}C$의 반응온도에서 전반응시간 동안에 5 wt.% $FeO_x/TiO_2$ 촉매상에서 TCE 제거반응은 일어나지 않았으나, 1.2 wt.% Fe-MFI의 경우 반응 초기에 높은 제거율을 일정시간 동안 유지하다가 서서히 감소하는 비활성화 현상이 발생하였다. 이는 동일한 활성성분이 사용된다 할지라도 그 제조방법에 따라 촉매활성이 달라질 수 있음을 보여주고 있으며, 액상반응 중에 일어나는 활성성분의 redox cycle이 중요한 역할을 할 수 있음을 암시하고 있다. 가장 우수한 $CoO_x/TiO_2$ 촉매의 TCE 분해활성에 미치는 $CoO_x$ 담지량, 반응온도 등의 영향을 조사한 결과, 최적의 $CoO_x$ 담지량이 존재하였고 반응온도가 높을수록 TCE 제거효율은 높게 나타났다. 반응 중에 $CoO_x$ leaching에 의한 $CoO_x$의 손실이 확인되었으나 TCE 전환율에 영향을 미칠 정도는 아닌 것으로 판단되었다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2006년도 학술발표회 논문집
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• pp.51-56
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• 2006

Biases embedded in numerical weather precipitation forecasts by the RDAPS model was determined, quantified and corrected. The ultimate objective is to eventually enhance the reliability of reservoir operation by Korean Water Resources Corporation (KOWACO), which is based on precipitation-driven forecasts of stream flow. Statistical post-processing, so called MOS (Model Output Statistics) was applied to RDAPS to improve their performance. The Artificial Neural Nwetwork (ANN) model was applied for 4 cases of 'Probability of Precipitation (PoP) for wet and dry season' and 'Quantitative Precipitation Forecasts (QPF) for wet and dry season'. The reduction on the large systematic bias was especially remarkable. The performance of both networks may be improved by retraining, probably every month. In addition, it is expected that performance of the networks will improve once atmospheric profile data are incorporated in the analysis. The key to the optimal performance of ANN is to have a large data set relevant to the predictand variable. The more complex the process to be modeled by the ANN, the larger the data set needs to be.