• 한국물환경학회지
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• 제31권6호
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• pp.653-664
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• 2015

TPLMS (Total water pollutant load management system) that is the most powerful water-quality protection program have been implemented since 2004. In the implementation of TPLMS, target water-quality and permissible discharged load from each unit watershed can be decided by water-quality modeling. And NPS (Non-point sources) discharge coefficients associated with certain (standard) flow are used on estimation of input data for model. National Institute of Environmental Research (NIER) recommend NPS discharge coefficients as 0.15 (Q₂₇₅) and 0.50 (Q₁₈₅) in common for whole watershed in Korea. But, uniform coefficient is difficult to reflect various NPS characteristics of individual watershed. Monthly NPS discharge coefficients were predicted and estimated using surface flow and water-quality from HSPF watershed model in this study. Those coefficients were plotted in flow duration curve of study area (Palger stream and Geumho C watershed) with monthly average flow. Linear regression analysis was performed about NPS discharge coefficients of BOD, T-N and T-P associated with flow, and R² of regression were distributed in 0.893~0.930 (Palger stream) and 0.939~0.959 (Geumho C). NPS Discharge coefficient through regression can be estimated flexibly according to flow, and be considered characteristics of watershed with watershed model.

• 환경영향평가
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• 제20권5호
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• pp.717-727
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• 2011

Impervious surface affects urban climate, flood, and water pollution and has important role as basic data for urban planning and environmental and resources management uses. With a high paved rate, increased quantity of the outflown water and brings urban flooding during a heavy rain. Moreover, these non-point source pollution is getting increased the water pollution. In this regard, it is definitely important to research and keep monitoring the current situation of paved surface, which influences urban ecosystem, disaster and pollution. In this study, we suggest a method to utilize high resolution satellite image data for efficient survey on the current condition of paved surface. We analysed the paved surface condition of Dae-jeon metropolitan city area using KOMPSAT-2 image and validate its practicalness and limitation of this method.

• 한국물환경학회지
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• 제25권4호
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• pp.615-623
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• 2009

The research of the determination of event mean concentration (EMC) was focussed combined sewer overflows and highway runoff in korea. But those of non-urban areas are few. In this study, EMC and unit loading on land use types in Nogok watershed were estimated by runoff loading of non-point source (NPS) on non-urban area. Two monitoring sites were equipped with an automatic velocity meter, flow meter, and water sampler. Monitoring was conducted at two monitering site during the rainy season. The results show that the EMC ranges in forest land use are 1.3~2.6 mg/L for BOD, 2.0~16.1 mg/L for SS, 0.1~2.1 mg/L for TN, and 0.12~0.49 mg/L for TP. The unit loading of NPS in this study was difficult to compare directly with that used conventionally because of the difference of field investigation. In near future, it needs to conduct more systematic and long-term research about NPS within the watershed. The results of this research can be used to estimate the total pollution load management system (TPLMS) program in korea.

• 한국방사선학회논문지
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• 제13권1호
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• pp.39-44
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• 2019

Co-60 및 Ir-192 등의 방사성 동위원소가 비파괴 검사(Non-Destructive Test; NDT) 등의 분야에서 널리 쓰임에 따라 방사선 안전관리가 매우 중요시되고 있다. 본 연구에서는 요오드화수은(Mercury(II) Iodide; $HgI_2$)의 선원추적 시스템 적용 가능성을 평가하였다. $HgI_2$로 제작된 Unit cell 센서의 신뢰도 검증을 위한 전기적 특성평가를 수행한 후, 방사선에 대한 센서의 위치의존성을 분석하고, Planning system의 선량 분포와 비교하였다. 평가결과, R-sq>0.99 이상의 선형성과 CV<0.015 이하의 재현성을 보이며 신뢰도가 높은 것으로 나타났다. 또한, 위치의존성 평가에서는 센서의 isocenter에서 최댓값이 측정되었으며, 거리에 따라 점진적 감소를 나타냈다. 그러나 Planning system 상의 선량 분포 데이터와는 최대 30%의 차이를 보였는데, 센서는 단일지점으로부터 데이터를 수집하는 Planning system과 달리 면적으로부터 수집하기 때문으로 사료된다.

• 한국환경보건학회지
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• 제46권1호
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• pp.45-64
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• 2020

Objectives: Limited information is available on the presence and associated ecological risks of pharmaceutical residues in aquatic environments near pharmaceutical manufacturing areas in Korea. In this study, we investigated the current state of pharmaceutical contamination and its associated ecological risks in streams near a pharmaceutical manufacturing complex. Methods: Seven pharmaceuticals (acetaminophen, clarithromycin, diclofenac, diphenhydramine, ibuprofen, mefenamic acid and roxithromycin) were measured in water samples collected from the streams near a pharmaceutical manufacturing complex. A predicted no-effect concentration (PNEC) was derived using either the assessment factor method or species sensitivity distribution method. In addition, a hazard quotient for each pharmaceutical was calculated by dividing its measured environmental concentration by its PNEC. Results: Samples collected downstream from the wastewater treatment plant (WWTP) had higher concentrations of pharmaceuticals than those collected from the reference site (upstream). Moreover, pharmaceutical concentrations were greater in ambient water than in the final effluent from the WWTP, which suggested that non-point sources were contributing to the contamination of the ambient water environment. Some of the target pharmaceuticals exhibited a hazard quotient >1, indicating that their potential ecological effects on the aquatic environment near the pharmaceutical industrial area should not be ignored. Conclusion: This study demonstrated that the pharmaceutical manufacturing area was contaminated with residual drugs, and that there was a possible non-point source near the WWTP effluent discharge area. The results of this study will aid in the development of management plans for pharmaceuticals, particularly in hotspots such as pharmaceutical industrial sites and their vicinities.

• 한국지역지리학회지
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• 제17권2호
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• pp.245-258
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• 2011

최적관리방안 (Best Management Practices)은 토양 침식과 비점오염원으로 인한 수질악화를 개선하는 방안으로 널리 이용된다. 모델을 이용하여 토양침식이나 최적관리관행의 잠재적 효과를 추정하는 것은 해당 지역의 전반적인 조건과 문제점을 식별하고 이에 대한 보전계획을 수립하는데 도움이 된다. 그러나 데이터, 특히 GIS (Geographic Information System) 데이터, 데이터 스케일의 문제, 혹은 모델의 선택 등에서 오는 불확실성은 최적관리방안의 효과를 예측하는데 있어서 정확성과 신뢰성을 떨어뜨리고 있다. 따라서 이 논문에서는 수리모델의 발전과 배경, 데이터의 불확실성, 모델의 선택, 그리고 데이터의 스케일 등을 참고문헌을 통하여 전반적으로 정리하고 살펴봄으로서 불확실성의 전반적인 이해를 돕고자 하였다. 또한 모델을 이용한 최적관리방안의 효과를 예측함에 있어서 소규모(small scale) 모델과 분포형 (spatially distributed) 모텔의 장점에 대해서도 논의하였다.

• Spatial Information Research
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• 제14권4호
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• pp.363-377
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• 2006

본 연구에서는 개정범용토양유실공식(RUSLE: Revised Universal Soil Loss Equation)을 이용하여 미국 South Carolina 주 Congaree 유역에 대한 평균 연간 토양 유실량을 산출 하였으며 비점오염원 토양 유실 민감지역을 추출하였다. 평균 연간 토양 유실량은 강우-유출 침식성 인자, 토양침식성 인자, 지면특성 인자, 식생피복 인자, 그리고 토양보존 인자의 곱으로 계산할 수 있으며, 토양 유실 민감지역은 토양 유실량이 토양침식 허용량을 초과하는 지역으로 추출할 수 있다. 연구 결과, 전체 면적의 10% 이상의 면적이 비점오염원 토양 유실 민감 지역으로 확인되었으며, Congaree 유역의 7개 소유역중 Congaree Creek, Gills Creek 소유역의 도심지역과 Cedar Creek 소유역의 농업지역에서 가장 심각한 토양 유실의 위험이 나타났다. 관심 지역의 인위적, 자연적 변화가 토양 유실에 가져오는 영향을 살펴보기 위한 시범 모형으로서, 개정범용토양유실공식에 기초한 내장형 모형이 Visual Basic for Applications (VBA)를 이용하여 ESRI사의 ArcGIS ArcMap 9.0에서 사용할 수 있도록 개발되었다. 이 내장형 모형에서 사용자는 각 소유역의 토지 피복, 식생 유형, 지표 식생 유형, 경사, 작물 유형, 경작 방식 등을 변경시킴으로써 C, LS, P 인자를 변화시킬 수 있으며, 계산된 평균 연간 토양 유실량과 민감 지역을 현재 상태의 값들과 비교하여 앞으로의 토양유실 관리를 위한 주요 정보로 사용할 수 있다.

• 대한환경공학회지
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• 제37권3호
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• pp.165-174
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• 2015

강우시 표면유출에 의해 지표수에 유입되는 우수에는 토사를 포함한 각종 비점오염 물질이 다량 포함되어 있으며 이는 지표수의 수질관리에 부정적인 영향을 미치고 있다. 유역의 오염물질이 수계에 도달하기 전에 처리하는 것이 바람직하며 따라서 강우유출수를 처리하는 다양한 방법들이 시도되고 있다. 그러나 일반적인 빗물오염 제어시설 및 장치들은 설치 및 유지관리를 위해 많은 노력과 비용을 요구하는 문제점 가지고 있다. 본 연구에서는 유역의 초기우수에 의한 오염을 제어하기 위해 경제적으로 타당하고 설치 및 관리가 용이한 섬유 필터를 이용하여 부유물질을 제거할 수 있는 방법을 개발하였다. 여재는 경제적이면서 내구성이 우수한 폴리에스터계열의 섬유 필터를 사용하였으며, 연구 대상지역 강우유출수의 입도분석 결과에 따라 $20{\mu}m{\sim}94{\mu}m$ 범위에서 다양한 공극의 여재에 대한 성능을 실험을 통해 분석하였다. 수두별 여과성능을 분석하기 위한 실험 장치를 고안 제작하여 필터 공극에 따른 섬유 필터의 TSS 제거 효율을 평가 하였다. 수두가 높을수록 여과속도가 증가하는 것을 확인하였으며 공극별 여과 속도를 측정하여 분석하였다. 섬유 필터의 공극 크기가 작을수록 TSS 제거효율이 증가되었으나, 공극별 TSS 제거 효율은 대체적으로 양호하나 유사한 편으로서 TSS의 대부분의 질량은 입자의 크기가 큰 부분에 치중되어 있는 것이 주요 원인으로 분석된다.

• 한국물환경학회지
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• 제34권3호
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• pp.293-300
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• 2018

Ihe purpose of this study is to evaluate the effects the storage type of permeable concrete block paving (ST-PCBP) have on runoff reduction and infiltration increasement at Andong Maskdance Festival Square. This was accomplished using the NRCS-curve number method over the last 10 years. Two different scenarios were developed in this study for low impact development (LID) design. For the $1^{st}$ scenario, the walking path and parking lot were install using the ST-PCBP and runoff from the inline skating rink ($3,808m^2$) and lawn ($11,191m^2$) were routed to the ST-PCBP, but the rooftop runoff flowed into the storm water drainage system. For the $2^{nd}$ scenario, one of the non-structural BMPs, disconnected impervious surface (DIS), was applied so additional runoff from rooftop would enter the ST-PCBP. It was determined that ST-PCBP could significantly reduce surface runoff from the study area and increase infiltration with 71% and 88% of surface runoff reduction and 151% and 215% of infiltration increasement for scenarios 1 and 2, respectively. The effect of LID in the $2^{nd}$ scenario was better than the $1^{st}$ scenario, therefore DIS in conjunction with ST-PCBP could be a more cost-effective LID application.

• 한국물환경학회지
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• 제34권4호
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• pp.382-390
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• 2018

In this study, the LIDMOD3 was developed to design and evaluate low impact development (LIDMOD). In the same fashion, the LIDMOD3 employs a curve number (NRCS-CN) method to estimate the surface runoff, infiltration and event mean concentration as applicable to pollutant loads which are based on a daily time step. In these terms, the LIDMOD3 can consider a hydrologic soil group for each land use type LID-BMP, and the applied removal efficiency of the surface runoff and pollutant loads by virtue of the stored capacity, which was calculated by analyzing the recorded water balance. As a result of Model development, the LIDMOD3 is based on an Excel spread sheet and consists of 8 sheets of information data, including: General information, Annual precipitation, Land use, Drainage area, LID-BMPs, Cals-cap, Parameters, and the Results. In addition, the LIDMOD3 can estimate the annual hydrology and annual pollutant loads including surface runoff and infiltration, the LID efficiency of the estimated surface runoff for a design rainfall event, and an analysis of the peak flow and time to peak using a unit hydrolograph for pre-development, post-development without LID, and as calculated with LID. As a result of the model application as applied to an apartment, the LIDMOD3 can estimate LID-BMPs considering a well spatical distributed hydroloic soil group as realized on land use and with the LID-BMPs. Essentially, the LIDMOD3 is a screen level and simple model which is easy to use because it is an Excel based model, as are most parameters in the database. This system can be expected to be widely used at the LID site to collect data within various programmable model parameters for the processing of a detail LID model simulation.