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손영금(Yeong-Geum Son),임흥빈(Heung-Bin Im),이강혁(Kang-Hyuck Lee),김진길(Jin-Guil Kim),임윤정(Yun-Jung Im),최정인(Jeong-In Choi),이호정(Ho-Jung Lee),오조교(Jo-Gyo Oh) 한국환경보건학회 2017 한국환경보건학회지 Vol.43 No.5
The objective of this study is to evaluate and analyze Sincheon basin water environment system. The data were collected from 2010 August to 2016 December including BOD, SS, T-N, T-P. The results were as followed. As the result of comparing the amount of BOD generated by pollution sources in the Sincheon water system, industrial was the highest at 33,259.4 kg/day. In comparison with the tributary, it was estimated that Dong-Du water system reveals the highest level of BOD in the industry. Population and livestock was high in CheongDam and Sang-Pae water system. With the inflow stream of Hyo-Chon, Suk-Woo and Sang-Pae, the pollution degree of BOD and T-N level of Sincheon increased and pollution degree of tributary was higher than that of Sincheon’s main stream. The main reason of pollutant of Suk-Woo was from untreated wastewater, and it influenced downstream of Suk-Woo. Hyo-Chon stream satisfy the water quality standard, but Zn was designated as a Monitoring contaminants, was high as 14.670 mg/L (standard 0.02~2.45mg/L)because of textile wastewater. And Sang-Pae stream was polluted by livestock wastewater of livestock farms as a nonpoint source.
QGIS를 이용한 경기도내 토양오염원의 중점관리 지점 선정
손영금(Yeong-Geum Son),김지영(Ji-Young Kim),박진호(Jin-Ho Park),임흥빈(Heung-Bin Im),김종수(Jong-Su Kim) 한국환경보건학회 2020 한국환경보건학회지 Vol.46 No.1
Object: The purpose of this study was to select priority points for soil management using the location of groundwater and to suggest this method for soil contamination surveys. Method: Groundwater impact range was set to an area of 100 to 500 meters from the center point of agricultural groundwater wells. Data on industrial complex and factory areas, areas of stored or used ores and scrap metals, areas associated with waste and recycling, and traffic-related facilities areas were collected and checked for whether they fall within the groundwater impact range. Longitude and latitude coordinates of these data were mapped on the groundwater impact range using QGIS (Quantum Geographic Information System). Results: Considering the groundwater impact range, the points were selected as follows: 589 points were selected from 6,811 factories and 259 points were selected from 1,511 recycling business points. Traffic-related facility areas were divided between gas stations, bus depots, and auto mechanics. Thirty-four points were selected from 149 bus depots and 573 points were selected from 6,013 auto mechanic points. From the 2,409 gas station points, 323 were selected. Conclusion: Contaminated soil influences groundwater and crops, which can harm human health. However, soil pollution is not easily identified, so it is difficult to determine what has occurred. Pollution must be prevented beforehand and contaminated soil found. By selecting and investigating soil contamination survey points in consideration of the location of groundwater wells, we can safely manage water resources by preventing groundwater contamination in advance.
정재아(Jae Ah Jeong),손영금(Yeong Geum Son),이우근(Woo Keun Lee) 大韓環境工學會 2013 대한환경공학회지 Vol.35 No.11
하수슬러지의 해양투기가 금지됨에 따라 하수슬러지의 적정처리에 대한 요구가 커지고 있다. 따라서 본 연구에서는 하수슬러지와 폐유리를 이용하여 경량벽돌을 제조하고자 하였다. 건축자재인 벽돌은 통상 1,200℃ 이상의 고온에서 제조되기 때문에 벽돌 제조시 다량의 에너지가 소비된다. 본 연구에서는 하수슬러지와 폐유리를 이용하여 경량벽돌 제조시 CO₂ 배출량을 줄이기 위해 800℃ 이하의 낮은 온도에서 지오폴리머 기술을 이용하여 벽돌을 제조하였다. 경량벽돌 제조시 소성온도, 하수슬러지와 폐유리 및 물유리와 물의 혼합비 등이 주요 영향 인자이며, 이들의 변화에 따른 경량벽돌의 특성을 평가하였다. 본 연구결과에 따르면 경량벽돌의 최적 제조조건은 소성온도 750℃, 물유리/물 혼합비 1.5, 하수슬러지/폐유리 비 10:90 wt%였다. 이때 제조한 경량벽돌의 압축강도 5.1 MPa, 비중 0.46으로 발포세라믹 경량벽돌 기준을 만족시키는 것으로 나타났다. Ocean dumping of sewage sludge is banned. Therefore, it is needed to develop alternative treatment method. Sewage sludge and waste glass are used to prepare lightweight brick. Large amount of energy is consumed to prepare building material, because of its high preparation temperature, or above 1,200℃. We study to prepare lightweight brick, using sewage sludge and waste glass as raw materials in this research. Lightweight brick was made at low temperature of below 800℃ to reduce CO₂ emission by geopolymer technique. Calcination temperature, mixing ratio of sewage sludge/waste glass and water glass/water were discussed to evaluate their effect on the brick prepared. In this study, the optimal conditions for preparing bricks was 750℃ of firing temperature, 1.5 of mixing ratio for water glass/water and 10 : 90 wt% of sewage sludge/waste glass. At this condition, compressive strength and specific gravity of brick prepared were 5.1 MPa and 0.46, respectively. These values satisfy the criteria on a light-weight brick.
최정인(Jeong-in Choi),임흥빈( Heung-bin Im),정은희(Eun-hee Jung),김태열(Tae-yuel Kim),손영금(Yeong-geum Son),고순미(Sun-mi Ko),이호정(Ho-jung Lee),오조교(Jo-gyo Oh) 한국환경보건학회 2018 한국환경보건학회지 Vol.44 No.4
Objectives: A lake is a place used by many people, and compared to rivers it is easy for them to become polluted. The water quality in lakes and reservoirs has been worsening recently. The purpose of this study is to evaluate the water pollution characteristics of major lakes in northern Gyeonggi-do Province. Methods: Six lakes were selected as major lakes and were evaluated in terms of water pollution characteristics and eutrophication (as defined by results for COD Mn , TOC, SS, Chl-a, T-N and T-P) over one year (from December 2016 through November 2017) in northern Gyeonggi-do Province. Results: The annual average COD Mn was found to be 3.1 mg/L in Onam, 3.6 mg/L in Sanjeong, 4.7 mg/L in Gisan, 4.8 mg/L in Ilsan, and 6.1 mg/L in Jangja. The results of the Korean trophic state index (TSI KO ) value indicated a eutrophic state (TSI KO 59.0) in Jangja lake. The other lakes were classified as being in a mesotrophic state (TSI KO of 38.1 in Sanjeong, 40.2 in Ilsan, 41.9 in Onam, 46.1 in Gisan, and 47.8 in Gomo). Conclusions: Ilsan Lake’s water quality is being well maintained. Sanjeong, Onam, and Gisan are appropriate for use as agricultural water. Jangja lake requires efforts for water quality improvement and to prevent the inflow of non-point pollutant sources.