• 한국환경보건학회지
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• 제22권3호
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• pp.103-115
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• 1996

The purpose of this study was to establish acceptable criteria for the design of simple water treatment plant in rural areas. To develop efficient simple water treatment methods for rural areas, water quality in the study areas was investigated and rapid and slow filtrations in pilot-scale were tested under various conditions. The main results of this study are as follows. It was found that the water qualities of the study areas exceed the drinking water standards, which implies that some treatments are required in rural areas. Treatment efficiencies of both rapid sand and dual-media (sand and anthracite) filtration without pre-treatment such as flocculation and sedimentation are very low, which were turned out to be unadequate for the rural areas. Treatment efficiencies of both vertical and horizontal slow filtration without chlorination are very high for consumed $KMnO_4, NH_3-N, NO_3-N$, turbidity, and very low for coliform and bacteria. Treatment efficiencies of both vertical and horizontal slow filtration with chlorination are very high over the most pollutants. A slow filtration with chlorination is efficient for the rural areas. An adequate depth of sand layer is over 60 cm. A horizontal filtration is more economical than a vertical filtration. A horizontal filtration can be operated for a relatively long periods of time without sand washing or replacement because clogging is removed by simple back-washing.

• 한국환경복원기술학회지
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• 제7권1호
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• pp.97-109
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• 2004

The disposal of stormwater is one of the major problems in urban water management. One method of reducing peak runoff rates and other detrimental impacts of stormwater is detention storage. Detention ponds as a water quality control alternatives have been investigated by a number of researchers. Recognizing multiple roles such as flood peak attenuation, pollution removal and aesthetic enhancement, the design and management of detentions ponds deserve more research. The purpose of this research is to establish design criteria wet detention ponds to improve water quality. Water quality in detention pond discharge might be improve with physical, chemical and biological alterations. Physical alteration was focused in this study. There are several methods for estimating the suspended solid control capability of wet detention ponds. Existing models of suspended solids removal are based on sedimentation and gravity settling theory. The pollutant trap efficiency of pond is a function of several interrelating factors. Detention time is the most important factor, because it determine gravity settling quantities of pollutants. Desirable modification of physical factors for improvement of water quality in wet detention ponds are volume ratio, area ratio, length to width ratio, depth, out let location, bottom soil type. In order to apply design procedure in actual site, Namak new town development area was selected.

• 환경영향평가
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• 제9권3호
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• pp.239-248
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• 2000

The aggravating water quality from the expansion of industrialization along with increasing population lead to develop more intensive physical measures to secure better drinking water quality. This study was mainly initiated to establish a water-pollutant buffering zone for the upper stream basin of Paldang--the major source area of drinking water for the metropolitan Seoul and suburban areas with a population more than 13 million. Two different criteria were considered in determining the buffering distance from the edge of the streamflow : 1km-width buffer zone for the special protection area which has been strictly controlled by the conventional laws for the protection of drinking water supply, and 500m-width buffer zone for the rest of the area. To delineate the exact boundaries of the water-pollutant buffering zone, GIS database was created integrating topography, hydrography, cadastral, and other related layers. The newly designated water-pollutant buffering zone would contribute to improve the water quality in a long term along with the conservation of the wet land. More study, however, should be made within the water-pollutant buffering zone such as the detailed survey of the pollutants, vegetation, and ecosystem for more effective management of the buffering zone.

• 한국지반환경공학회 논문집
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• 제6권4호
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• pp.13-26
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• 2005

본 연구에서는 여러 연구자들에 의해 제안된 단일 점토 및 혼합 차수재를 통한 유기 및 무기 오염물질 이동에 관한 연구결과를 정리하여 보았고, 이러한 연구결과를 바탕으로 오염물질 유출 기준을 만족하는 차수재의 두께를 산정할 수 있는 차수재 설계 프로그램을 개발하였다. 본 프로그램을 이용하여 점토 차수재를 통한 $Cl^-$이온의 이동성에 바탕을 둔 매립지 두께를 산정해본 결과 비교적 합리적인 결과를 얻을 수 있었다. 따라서 본 연구에서 개발된 프로그램을 이용할 경우에는 비교적 간편한 방법으로 매립지 차수재의 예비설계를 수행할 수 있을 것으로 사료된다.

• 한국조경학회지
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• 제29권6호
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• pp.27-36
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• 2002

The objective of this study is to improve the quality of the atmospheric environment by incorporating the factors of meteorology and urban climate into the field of urban and environmental planning. To this end, we have conducted a study on CLIMATOP and the mapping of urban climate, which are basic data used to analyze changes in climatic factors and the stagnation and accumulation of air pollutants. In particular, we focused on understanding the formation and movement of cold fresh air and its influx into urban areas by measuring and analyzing climatic factors. As a study result, classification criteria far CLIMATOP and a urban climatic map were made. In addition, we analyzed a digital elevation model, climatic data, and isothermal curves. As a result, we identified the corridor through which cold fresh air moves. We also observed that the temperature of the fluxed cold fresh air increased as land use changed. When the results of this study are applied to urban re-development and re-building projects, which require preliminary environmental assessment and environmental impact assessment, the practice proposed by this study is expected to contribute to the natural purification of air pollution activating the movement of cold fresh air and its influx into urban areas.

• 대한건축학회논문집:구조계
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• 제36권5호
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• pp.187-194
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• 2020

This study presents the energy-saving sequential control algorithm to handle indoor CO₂ and PM2.5 for the improvement of the air quality of school classrooms. To solve indoor air quality (IAQ) problems, air cleaning and ventilation systems are mainly used for school classrooms. Although air cleaning is able to collect PM2.5, it is difficult to remove harmful gas substances. The ventilation system is suitable to tackle CO and CO₂, the volume ventilation, however, is relatively small. In this paper, to remove CO₂ and PM2.5, the pollutant balance equation for improving indoor air quality is reviewed. The sequential control algorithm of the ventilation and air cleaning system with four levels of criteria is introduced for the effective removal of pollutants. The proposed sequential control algorithm confirms that indoor CO₂ and PM2.5 can be properly controlled below the standard value. In addition, the sequential operation of air cleaning and ventilation systems has shown significant improvement in IAQ compared to the independent ventilation system operation. Particularly, such systems are efficient when outdoor PM2.5 is high.

• 한국습지학회지
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• 제7권3호
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• pp.75-85
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• 2005

산업단지 조성은 포장율의 증가를 의미하며, 다량의 비점오염물질이 강우시 유출되게 된다. 이러한 비점오염물질의 처리 및 저감을 위해서는 저류지 건설 등이 대안이 될 수 있기에 최근 환경부는 홍수조절용 우수저류조를 비점오염물질 처리용 저류조로의 전환을 꾀하고 있다. 2005년도에 비점오염원 관리 방안이 법제화됨으로써, 향후 신규개발 지역에서는 비점오염물질 관리를 위한 최적관리방안이 필수화 될 것이다. 본 연구지역의 토지이용은 산업단지 조성지역으로 제 1차 제조업 및 금속산업, 섬유 및 화학제품 제조업 등의 업종이 주를 이루고 있다. 산업단지 조성은 인근 수계에 심각한 비점오염물질 부하량을 증가시킨다. 따라서 본 연구는 산업단지에서의 비점오염물질 처리 및 저감을 위하여 저류지 또는 습지 조성을 위하여 추진되었으며, 비점오염물질 관리를 위한 적정 저류지 용량 산정은 강우량 해석, 유출량 해석 및 비점오염물질 유출해석 등을 통하여 적정 용량을 산정할 수 있다. 연구지역의 일 평년, 최근 10년간, 최근 2년간 및 5년간의 강우량 자료를 통계 분석한 결과 초기 강우현상을 고려하지 않을 경우 발생빈도 80% 이상의 강우에 대한 적정 강우량은 10mm로 나타났다. 초기강우 현상을 고려하여 산정한 누적강우량 기준은 4-5mm 사이로 산정되었으며, 연구지역에서의 적정 저류지 용량은 안전율을 고려하여 $12,000m^3$으로 결정되었다. 연구지역에서 연간 유출되는 비점오염물질의 양은 TSS가 435ton/yr, COD가 238ton/yr, TKN이 8,518kg/yr 그리고 TP가 1,816kg/yr로 나타났다. 저류지에서의 비점오염물질 저감량은 TSS가 78.3ton/yr, BOD가 20.4ton/yr, COD가 128.6ton/yr, TKN이 4.6ton/yr 그리고 TP가 980kg/yr의 저감량을 보였다. 저류지의 연간 퇴적물량은 78.3ton/yr로 나타났으며, 연간 퇴적율은 $6.53kg/m^2-hr$로 산정되었다.

• 한국환경보건학회지
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• 제34권1호
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• pp.34-41
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• 2008

The objective of this study is to provide the research data on the actual concentrations of $PM_{10},\;PM_{2.5},\;PM_1\;and\;CO_2$ in Seoul subway carriages. Mean concentrations of $PM_{10},\;PM_{2.5}\;and\;PM_1,\;and\;CO_2$ in subway carriages were investigated at levels of $215.1{\pm}101.4{\mu}g/m^3,\;86.9{\pm}38.6{\mu}g/m^3,\;27.0{\pm}11.4{\mu}g/m^3,\;and\;1,588{\pm}714ppm$, respectively. The mean concentrations in subway carriages were higher when the train ran on an underground track rather than on an above ground track. The measured concentration of particulate matter varied with the time of day and was highest in the morning, followed by noon and evening while the $CO_2$ concentration was highest in the morning, followed by evening and noon. In relation to correlation among the pollutants: the correlation between $PM_{10}\;and\;PM_{2.5}$ was 0.92, and that between $PM_{2.5}\;and\;PM_1$ was 0.94. The inclusion rate of $PM_{2.5}\;to\;PM_{10}$ was $41{\pm}7%$ and that of $PM_1\;to\;PM_{2.5}\;was\;32{\pm}4%$. In addition, the $CO_2$ concentration had a positive relation with the number of people in a carriage, whereas the concentration of $PM_{10}$ had negative correlation to the number of people. In relation to these two pollutants we calculated using a regression equation (34.06+0.04$CO_2$(ppm)-0.09 PM10$({\mu}g/m^3)$($R^2$=0.30, p<0.01, n=707), that a maximum number of 61 persons would ensure that each pollutant is maintained below the criteria level, applicable to subway stations.

• 대기
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• 제25권4호
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• pp.639-657
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• 2015

There is an increasing need to improve the air quality over South Korea to protect public health from local and remote anthropogenic pollutant emissions that are in an increasing trend. Here, we evaluate the performance of the WRF-Chem (Weather Research and Forecasting-Chemistry) model in simulating near-surface air quality of major Korean cities, and investigate the impacts of time-varying chemical initial and lateral boundary conditions (IC/BCs) on the air quality simulation using a chemical downscaling technique. The model domain was configured over the East Asian region and anthropogenic MICS-Asia 2010 emissions and biogenic MEGAN-2 emissions were applied with RACM gaseous chemistry and MADE/SORGAM aerosol mechanism. Two simulations were conducted for a 30-days period on April 2010 with chemical IC/BCs from the WRF-Chem default chemical species profiles ('WRF experiment') and the MOZART-4 (Model for OZone And Related chemical Tracers version 4) ('WRF_MOZART experiment'), respectively. The WRF_MOZART experiment has showed a better performance to predict near-surface CO, $NO_2$, $SO_2$, and $O_3$ mixing ratios at 7 major Korean cities than the WRF experiment, showing lower mean bias error (MBE) and higher index of agreement (IOA). The quantitative impacts of the chemical IC/BCs have depended on atmospheric residence time of the pollutants as well as the relative difference of chemical mixing ratios between the WRF and WRF_MOZART experiments at the lateral boundaries. Specifically, the WRF_MOZART experiment has reduced MBE in CO and O3 mixing ratios by 60~80 ppb and 5~10 ppb over South Korea than those in the WRF-Chem default simulation, while it has a marginal impact on $NO_2$ and $SO_2$ mixing ratios. Without using MOZART-4 chemical IC, the WRF simulation has required approximately 6-days chemical spin-up time for the East Asian model domain. Overall, the results indicate that realistic chemical IC/BCs are prerequisite in the WRF-Chem simulation to improve a forecast skill of local air quality over South Korea, even in case the model domain is sufficiently large to represent anthropogenic emissions from China, Japan, and South Korea.

• 한국습지학회지
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• 제14권2호
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• pp.159-168
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• 2012

도시화된 토지이용은 불투수율이 높고 강우시 다량의 비점오염물질이 유출되어 지표수 및 지하수에 영향을 끼친다. 이러한 포장지역의 비점오염물질로 인한 수질오염을 저감하기 위하여 환경부는 수질오염총량제도 및 개발사업에 대한 비점오염 저감시설 설치신고 제도를 도입하여 운영 중에 있다. 그러나 비점오염저감시설의 규모 및 저감기능 설계를 위해서는 유출특성 분석이 필요하나 현재 기초자료가 부족하여 원단위 산정 등의 애로점으로 남아있다. 따라서 본 연구에서는 원단위 산정 및 저감시설의 규모산정에 필요한 강우유출수 특성과 EMC를 제시하고자 한다. 모니터링은 도로 및 주차장에서 3년간 총 30개의 강우사상에 대하여 수행되었다. 초기강우 유출현상은 강우 시작 후 30분 동안 매우 분명하게 나타났으며, 유출수의 농도에 영향을 미치는 인자는 강우량, 유역면적, 토지이용, 지리 및 지형적 특성으로 분석되었다. 본 연구결과는 향후 포장지역의 원단위 산정 및 저감시설 설계시 기초자료로써 활용가능할 것으로 판단된다.