• 환경위생공학
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• 제18권4호
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• pp.15-23
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• 2003

The purpose of this study is to construct e-Nonsan, a user friendly river quality management information system for Nonsan-si basin using GIS (geographical information system) technology. GIS was ideally suited featuring a geographical characteristics(e.g., industries, cattle sheds) and very effectively used in mapping and symbolization for the distribution of the spatial/periodic status(e.g., pie or column chart) of the point/non-point pollutant source loads which can be effectively applied to a information system on the web-site. And a user interface, GUI(graphic user interface) was designed very diversely and simply enabled the and non environmental experts connect with the system and obtain a useful information of river quality. e-Nonsan, a visual mapping system for river quality was developed by reframing the monitoring data as graphic symbols and it was ideally suited to exploring area-wide river quality at a user-friendly manner due to extensibility and scalability along the various survey points. Eventually the final step of this study was to construct e-Nonsan based on Web-GIS could be assessed anywhere if internet service is available and offer a very useful information services of the river quality to the publics.

• 한국농공학회논문집
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• 제59권4호
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• pp.85-96
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• 2017

In this research, I performed rainfall monitoring by selecting the spot which can represent high altitude cool farm region in recent 3 years, and tried to understand the characteristic of outflow of non-point pollutants coming from high altitude cool farm region. As a result, it was shown that reducing rainfall runoff in highland farm area can reduce non-point pollution load and should consider priority to reduce runoff through management resources when selecting abatement method. Additionally, it is judged that reduction method related to base run-off should be selected by performing research on material motion of TN.

• 한국물환경학회지
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• 제25권6호
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• pp.972-978
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• 2009

This study modifies the present total maximum daily load (TMDL) system of Ministry of Environment and applies to the Anyangcheon watershed. Hydrologic Simulation Program-FORTRAN (HSPF) model is used to simulate both runoff and non-point source pollution, simultaneously, instead of QUAL2E. The drought flow (355th daily flow) is proposed for the target water quantity since it is easier to satisfy low flow (275th daily flow) for the target water quality than drought flow. The increase of discharge is more than the increase of pollutant load except for the period under low flow. The measured unit loads for non-point source are used to consider the regional runoff characteristics. The measured water quantity and quality data are used since the ministry of environment supports only water quality. This analysis results show some reasons for the improvement of the present TMDL system of Korea.

• 대한화장품학회지
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• 제25권1호
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• pp.89-106
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• 1999

폐수 처리장 관리자들로 하여금 경제적으로 효과적인 폐수처리를 위하여 화장품 제조시설을 중심으로 폐수처리공정을 파악한 후 폐수처리 및 관리에 필요한 운전인자 중 폐수 처리비 영향인자 분석을 시행하였다. 폐수처리는 대부분 활성 슬러지법을 이용하여 각업체에 적합하게 설치하여 사용하고 있으며, 폐수처리장의 일평균처리량/설계량이 0.29∼0.56으로 일평균 처리량에 비해 폐수처리장의 설계량이 큰 것으로 나타났다. 오염물질 제거율이 폐수처리비에 큰 영향을 미치고 있으며, 이를 조절하기 위한 폐수처리 운전인자는 MLSS이다. 또한, 폐수처리비를 줄이기 위한 관리 항목은 약품비와 Sludge량이며, 이를 줄이기 위해서는 SV3O의 철저한 관리가 필요하다.

• 한국물환경학회지
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• 제23권4호
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• pp.440-447
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• 2007

This paper is dealing with recent hot issues related with copper toxicity and its criteria, which was caused by a new government policy relocating some industries discharging priority-water quality pollutants from the watershed of Han River to other regions. Author is not interested in arguments between two sides of anti- and pro-policy but would like to go over status of copper pollution and its management and regulatory policy in Korea. From the data of published Research Journals and Reports, it can be concluded that copper is very common metal not only in the effluent from publically owned wastewater treatment plants, but also as a non-point source pollutant in the rainfall runoff. In addition, there have been very few studies personal interests, not by National Fund Basis. In order to enforce a new regulation, national-wide macro and micro-mass balance work of heavy metals should be performed in advance. In particular, background concentration and measurement errors have to be clearly defined before a new standard or criteria is established. The new standard has to be acceptable in terms of the best available technology and cost.

• Membrane and Water Treatment
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• 제10권1호
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• pp.67-74
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• 2019

Apparent changes in the natural hydrologic cycle causing more frequent floods in urban areas and surface water quality impairment have led stormwater management solutions towards the use of green and sustainable practices that aims to replicate pre-urbanization hydrology. Among the widely documented applications are infiltration techniques that temporarily store rainfall runoff while promoting evapotranspiration, groundwater recharge through infiltration, and diffuse pollutant reduction. In this study, a laboratory-scale infiltration device was built to be able to observe and determine the factors affecting flow variations and corresponding solids removal through a series of experiments employing semi-synthetic stormwater runoff. Results reveal that runoff and solids reduction is greatly influenced by the infiltration capability of the underlying soil which is also affected by rainfall intensity and the available depth for water storage. For gravel-filled structures, a depth of at least 1 m and subsoil infiltration rates of not more than 200 mm/h are suggested for optimum volume reduction and pollutant removal. Moreover, it was found that the length of the structure is more critical than the depth for applications in low infiltration soils. These findings provide a contribution to existing guidelines and current understanding in design and applicability of infiltration systems.

• 한국관개배수논문집
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• 제1권1호
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• pp.14-24
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• 1994

In this study, the Water Quality Management Model for Rural Areas(WQMMRA) has been developed by combining the Model for Pollutant Load Computation(MPLC) and the existing QUAL2E model. The WQMMRA model was applied to evaluate its applicability for the repr

• 생태와환경
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• 제34권3호통권95호
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• pp.215-222
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• 2001

본 연구에서는 비도시 유역에서 수질오염물질간의 상관관계를 알아보기 위하여 화옹간척지구의 상류 유역두 지점에서 1999견 강우시와 비강우시의 수질측정자료를 이용하여 오염물질간의 상관관계를 분석하였다. 비강우시에는 오염물질간 뚜렷한 상관관계를 확인하기 어려웠으나, 강우시에는 SS-TP, SS-COD, TP-COD사이에 높은 상관관계를 나타내었으며 TN과 다른 오염물질사이에는 일정한 경향을 나타내지 않았다. 오염물질간의회귀분석결과는 SS-TP, SS-COD사이에는 반 대수함수의 경향을 나타내고 유역특성에 영향을 받았으며, TP-COD는 선형함수의 경향을 나타내고 유역특성에 영향을 적게 받았다. 본 연구에서 발표한 수질오염물질 사이의 회귀식들은 유역의 특성에 영향을 받겠으나 화옹지구는 물론, 자료가 부족한 다른 비도시 유역에도 기본계획 단계에서는 사용이 가능할 것으로 판단된다.

• 대한토목학회논문집
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• 제26권2B호
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• pp.225-231
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• 2006

최근 들어 오염총량관리제의 시행과 함께 비점오염원 관리의 중요성이 커지고 있다. 오염총량이란 하천수질의 개선을 위하여 도입하였으며 유역이란 개념을 도입하였다. 하천수계로 유입되는 오염물질 부하량은 점오염원 부하량, 비점오염 부하량 및 안전율의 합으로 산정이 되고 있다. 그러나 일반적으로 유역 및 강우 특성에 기인하여 유출되는 비점오염원의 특수성 때문에 안전율을 보통 10% 정도로 두고 있다. 이러한 불확실성은 다양한 요인에 기인하는데, 모니터링을 통한 기초자료의 부족이 가장 원인으로 보고되고 있다. 따라서 본 연구는 다양한 비점오염원 중에서 포장율이 높아 오염물질의 유출이 높은 고속도로 지역에서의 오염물질 유출 부하 원단위 산정을 위하여 가장 필수적으로 요구되는 오염물질의 EMC 및 유출부하량 산정을 위하여 수행되었다. 고속도로의 경우, 높은 포장율과 많은 자동차의 운행으로 인하여 건조기간 동안 오염물질들의 축적이 높은 지역이며, 강우시 집중적으로 인근 수계로 유입되기에 비점오염원 관리에서 매우 중요한 토지이용으로 고려되고 있다. 그러나 현재 국내에서는 비점오염원에 관한 기초 연구가 미흡하여 고속도로 등을 포함한 각종 토지이용에서의 비점오염원에 관한 기초 자료의 부족이 매우 심각한 상황이다. 본 연구를 수행하기 위하여 국내 5개의 고속도로 지점에서 모니터링이 수행되었으며, 각 지점별 자동 유량 및 강우량 측정계를 설치하여 자료를 수집하였다. 모니터링 자료는 고속도로에서의 비점오염물질 EMC 및 부하량 산정을 위하여 사용되었다. EMC에 관한 95% 신뢰구간을 살펴보면, TSS의 경우 45.52-125.76 mg/L, COD는 52.04-95.48 mg/L, TN은 1.77-4.48 mg/L 그리고 TP의 경우 0.29-0.54 mg/L의 범위로 나타났다. 부하량에 관한 95% 확신범위는 TSS가 $712.7-2,418.4mg/m^2$의 범위를 보였으며, COD의 경우 $684.1-1,779.6mg/m^2$의 범위로 나타났다.

• 한국물환경학회지
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• 제32권6호
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• pp.589-599
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• 2016

Implemented since 2004, TPLC (Total Pollution Load Control) is the most powerful water-quality protection program. Recently, uncertainty of prediction using steady state model increased due to changing water environments, and necessity of a dynamic state model, especially the watershed model, gained importance. For application of watershed model on TPLC, it needs to be feasible to adjust the relationship (mass-balance) between discharged loads estimated by technical guidance, and arrived loads based on observed data at the watershed outlet. However, at HSPF, simulation is performed as a semi-distributed model (lumped model) in a sub-basin. Therefore, if the estimated discharged loads from individual pollution source is directly entered as the point source data into the RCHRES module (without delivery ratio), the pollutant load is not reduced properly until it reaches the outlet of the sub-basin. The hypothetic RCHRES generated using the HSPF BMP Reach Toolkit was applied to solve this problem (although this is not the original application of Reach Toolkit). It was observed that the impact of discharged load according to spatial distribution of pollution sources in a sub-basin, could be expressed by multi-segmentation of the hypothetical RCHRES. Thus, the discharged pollutant load could be adjusted easily by modification of the infiltration rate or characteristics of flow control devices.