• 한국물환경학회지
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• 제22권4호
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• pp.585-589
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• 2006

Comparison between photocatalysis and sonophotocatalysis were performed in lab-scale experiments for the treatment of benomyl. The effect of operational parameters, i.e., initial benomyl concentration, $TiO_2$ concentration, $H_2O_2$ concentration on the degradation rate of aqueous solution of benomyl has been examined. The optimal conditions for photocatalysis and sonophotocatalysis processes were determined: initial Benomyl concentration was 3 mg/L, the concentration of $TiO_2$ was 2 g/L and $H_2O_2$concentration was 1.5 mM. Under the optimal conditions, sonophotocatalysis was effective for inducing faster degradation of the benomyl.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2011년도 학술발표회
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• pp.443-447
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• 2011

최근 수재해는 중소하천을 부근에서 주로 발생하고 있는 것이 사실이며 중소하천에서 수재해 발생 여부를 선재적으로 파악하여 비상시 피해를 최소화할 수 있는 적절한 수위관측망의 설치가 필요하다. 따라서 본 연구에서는 중소하천에서 최적 수위관측망을 구성하기 위한 방법론으로 각 소유역의 단위도를 유도하여 확률밀도함수를 이용한 후 엔트로피 이론을 적용하였다. 또한 재해에 취약한 재해위험지구를 분류하여 수위관측소의 설치가 필요하다고 판단되는 지점을 우선적으로 선택할 수 있도록 방법론을 설정하여 낙동강 유역의 중소유역을 대상으로 적용하였다. 적용 결과 각 중소하천에서의 소수의 수위관측소들이 비선정된 것을 제외하고 대다수가 선정되었다. 이와 같은 방법론은 방재측면을 고려한 수위관측망을 구성하기 위하여 유용하게 활용될 수 있을 것으로 기대된다.

• 한국농공학회지
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• 제42권5호
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• pp.94-102
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• 2000

Investigated was the effectiveness of a constructed wetland system on water quality in Hwa-Ong estruarin reservoir, located in Hwasung-Gun, Kyunggi-Do. Procedures for estimation of pollutant loading from watershed and required area for natural systems, and simulation of corresponding reservoir water quality were reviewed. Generally, simulated reservoir water quality was within the reasonable range, and about 15% of total polder farmland was required to meet the agricultural water quality standards. The model was applied based on the current loading condition without additional treatment systems. Wetland system is an ecologically sound treatment system. Therefore, natural systems can be an alternative measure for water quality improvement in polder projects. The area for natural systems was estimated using literature value which might be acceptable at the planning stage. However, pilot system and its experimental data are requisite for large scale field application. WASP5 was proved to be a useful and versatile model, and its application to estuarine reservoir water quality simulation was thought to be appropriate.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2007년도 학술발표회 논문집
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• pp.998-1002
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• 2007

본 연구에서는 HSPF 모형을 이용하여 유역 단위에서의 점원 비점원에 의한 분변성 대장균을 모의하였다. 대상유역으로는 경기도 화성시 발안면과 팔탄면에 위치한 발안저수지 유역의 HP#7 소유역으로 선정하였으며, 대상지구의 기상자료, 지형자료, 수문자료 및 대장균 자료를 구축하였다. 대장균 모의를 위한 실측자료는 현장에서의 샘플링 방법과 실험에 의한 오차, 대장균 실험의 경제성 등을 고려하여 실측자료의 상한값과 하한값을 두어 실측자료를 보정하였다. 모형의 매개변수 보정은 $2002{\sim}2003$년의 관측 자료를, 모형의 보정은 $2004{\sim}2005$년의 관측 자료를 활용하여 모형의 적용 타당성을 검토하였다.

• 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.765-770
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• 1999

The purpose of this study is to obtain land classification map by using remotely sensed data; Landsat TM and SPOT panchromatic, and to compare their results with statistical data and digitized coverage from topographic paper map. The classification was conducted by maximum likelihood method with training sets. The best result was obtained from the Landsat TM merged by SPOT Panchromatic, that is, similar with statistical data. This is caused by setting more precise training sets with the enhanced spatial resolution by using SPOT Panchromatic. The classified map may be useful as a fundamental data to estimate pollutant load in regional scale of agricultural watershed.

• 한국물환경학회지
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• 제22권3호
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• pp.427-430
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• 2006

Uncertainty is one of the key issues of the water quality management. Uncertainty occurs in the course of all water quality management stages including monitoring, modeling, and regulation enforcement. To reduce uncertainties of water quality monitoring, manualized monitoring methodology should be developed and implemented. In addition, long-term monitoring is essential for acquiring reliable water quality data which enables best water quality management. For the water quality management in the watershed scale, fate of pollutant including its generation, transport and impact should be considered while regarding each stage of water quality management as an unit process. Uncertainties of each stage of water quality management should be treated properly to prevent error propagation transferred to the next stage of management for successful achievement of water quality conservation.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2015년도 학술발표회
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• pp.280-280
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• 2015

최근 봄철을 맞아 산을 찾는 등산객의 수가 증가하고 있으며 그에 따른 안전사고 발생 위험도 높아지고 있다. 산지재해 중 가장 많이 발생하고 있는 산사태나 토석류는 산을 찾는 등산객에게도 많은 안전사고를 발생시키고 있으나 아직까지 탐방로의 위험성과 안전에 대한 연구는 미흡한 실정이다. 본 연구에서는 설악산 국립공원 탐방로를 중심으로 재해발생 이력조사 및 현장조사를 실시하고 분석에 필요한 공간 데이터를 구축하였으며 설악산 전체 탐방로를 유역단위로 분할하여 위험성 분석을 실시하였다. 전체 탐방로를 대상으로 GIS기반의 확률론적 분석과 SINMAP을 이용하여 위험성 평가를 수행하였으며 그 결과 일부 탐방로 구간에서 위험성이 높게 나타났다. 탐방로 위험구간을 유역별로 나누어 분석함으로써 탐방로 전체에서 유역단위로 위험요소를 판단하는 자료로 활용될 수 있을 것으로 판단된다.

• 한국물환경학회지
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• 제26권2호
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• pp.200-207
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• 2010

The sewage treatment plants to be built to improve the water quality of the Mankyung River will total 11, of which combined capacity will reach $39,850m^3/day$, and saying in detail, 5 at Gunsan city, 2 at Iksan city, 1 at Kimje city and 3 at Wanju gun, The scenario for water quality improvement was developed, considering the conditions of plant operation ratio and the accomplishment of the water quality target (BOD 4.4 mg/L, T-P 0.356 mg/L) at the end of the watershed of Mankyung B was predicted, making use of QUAL2E model. As a result of prediction using QUAL2E model based on scenarios with 70% and 100% of operation ratio, respectively, at 11 plants in 2010, the water quality at the watershed of Mankyung B was estimated at 4.322 mg/L which was lower than the target of BOD 4.4 mg/L, indicating the target water quality was achieved, when it comes to 70% of operation ratio, But in case of T-P, it was estimated at 0.565 mg/L, which was higher than the target. When it comes to 100% of operation ratio, T-P also was 0.563 mg/L which exceeded the target, 0.356 mg/L. As indicated above, the effect of water quality improvement appeared very insignificant, which was attributable to the limit of small scale sewage treatment plant in total reduction capacity. Hence, the measures for additional reduction in a bid to achieve the target water quality of T-P at the designated location need to be taken, and the measures to build the Sewage treatment facilities at the place where the pollution is significantly caused by T-P appeared to be required as well.

• 생태와환경
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• 제45권4호
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• pp.347-355
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• 2012

In this study, non-point pollution sources in the Yeongsan river basin are analyzed; then, the priority regions (areas divided on a small scale) of management are selected for efficient water management of the Seungcheon and Jooksan reservoirs, which were constructed as one of the 4 major rivers restoration projects. The priority regions are decided by using the criteria of the excessive rate of target water quality, non-point pollution load per unit area, total TP load and down flow distance. The results of this study are as follows. The upper 10% of the priority regions for non-point pollution management includes YB15, YB05, YB10, YB24, YB14 and YB11 for the Seungcheon reservoir watershed, and YC24, YC25, YC30, YC34, YC22 and YC17 for the Jooksan reservoir watershed. However, a few regions in each of the Seungcheon and Jooksan reservoirs need to be selected in higher order, and the non-point pollution removal facilities in the regions need to be installed with respect to budget, urgent matter, and so on.

• 한국물환경학회지
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• 제28권4호
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• pp.495-504
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• 2012

In recent years, urbanization has been a hot issues in watershed management due to increased pollutant loads from impervious urban areas. The Soil and Water Assessment Tool (SWAT) model has been widely used in hydrology and water quality studies at watershed scale. However, the SWAT has limitations in simulating water flows between HRUs and hydrological effects of LID practices. The Storm Water Management Model (SWMM) has LID capabilities, but it does not simulate non-urban areas, especially agricultural areas. In this study, a SWAT-SWMM coupled model was developed to evaluate effects of LID practices on hydrology and water quality at mixed-landuse watersheds. This coupled SWAT-SWMM was evaluated by comparing calibrated flow with and without coupled SWAT-SWMM. As a result of this study, the $R^2$ and NSE values with SWAT are 0.951 and 0.937 for calibration period, and 0.882 and 0.875 for validation period, respectively. the $R^2$ and NSE values with SWAT-SWMM are 0.877 and 0.880 for validation period. Out of four LID scenarios simulated by SWAT-SWMM model, the green roof scenario was found to be most effective which reduces about 25% of rainfall-runoff flows.