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합류식 하수관거내 퇴적물이 CSOs에 미치는 영향 및 제어방안
임봉수 ( Bong Su Lim ),김도영 ( Do Young Kim ),이광춘 ( Kuang Chun Lee ) 한국물환경학회 2011 한국물환경학회지 Vol.27 No.1
This study is selected two points of combined sewer that occurred Fish Kill after first flush, that analyzed generation of pollutants and stream runoff generation of combined sewer overflows (CSOs) as fine weather and rainfall. In addition, this study was to analyze the relationship between CSOs and sediments, to propose measures to reduce the sediment relevant with CSOs and rainfall runoff from entering sewage treatment plants and measures for discharged directly into streams when indicate relatively good water quality after overflow. Sediments in combined sewer system was discharged about 50~80% as overflows during rainfall and we can reduce the amount of the CSOs at least 50% or more if the sewer does not exist in the sediments because of the amount of discharge about the amount of intercept has been investigated by 3~5 times. Because of velocity at sediment interval in sewer is very low, sewage velocity of about 3~5 times as much as it can increase the amount of sediment can be reduced if the separation wall is installed. Effective control of BOD overflow load is respectively 77.5%, 75.8% at first point, second point by the separation wall is installed. Drainage area greater than area in this study or many combined sewer overflows region is increased the more effective control of separation wall. Turbidity to measure changes in water quality of overflows can be used as an factor to control the intercept flows because the intercept flows(3Q) after the first flush has lowered removal efficiency and increases the operational load of sewage treatment plants. Sewage water quality after a overflow when the reasonable turbidity was measured at this point flows to excluded intercept flow(1Q) can be discharged to stream.
임봉수(Bong Su Lim),이원용(Won Yong Lee),경해룡(Hai Long Jing) 대전대학교 환경문제연구소 2015 환경문제연구소 논문집 Vol.19 No.-
Urban areas (residential, commercial, transportation), each of the points during the same rainfall in the same area, this study was evaluated by a survey to find out the basic data and the characteristics of non-point pollution on local characteristics was performed. To evaluate and compare a non-point source pollution concentrations. The conclusion of this study was to know the influence of non-point pollutants in initial rainfall. There was a difference during the same point was compared. The pollution levels were differences in the point-specific characteristics, the same point compared by rainfall when rainfall is low, the contaminant concentrations were high. Finally, when compared to the number of rainy days. The shorter the number of rainy days, the non-point pollutants were high.
유량-수질관계 비교를 통한 하천 수질개선 우선순위 선정기법 적용
임봉수(Bong Su Lim),조병욱(Byung Wook Cho),김영일(Young Il Kim),김도영(Do Young Kim) 大韓環境工學會 2010 대한환경공학회지 Vol.32 No.8
본 연구는 하천 수질개선을 위해 충청남도 금강 중·하류권역에 위치한 18개의 지류하천을 대상으로 유량 및 수질측정, 하천그룹화, 오염물질 부하량 및 배출부하밀도를 산정하였다. 하천의 수질분석 결과는 저수기의 평균BOD농도를 기준으로 하천생활환경기준 II등급(BOD기준 3.0 mg/L)의 수질을 초과하는 하천은 정안천, 방축천, 길산천, 조천, 석성천, 강경천으로 나타났다. 하천그룹화 결과 금강에 유입되는 유량이 저수량을 기준으로 10 m3/min 이상이고, 저수기의 평균BOD 농도가 3.0 mg/L 이상으로 금강의 수질을 악화시키는 주된 요인인 그룹(Group A)에 해당되는 하천으로는 조천, 강경천, 석성천, 정안천으로 나타났다. 이 하천들은 금강의 수질개선을 위해서 수환경관리의 대책을 가장 먼저 고려해야 할 것이다. Group A에 해당하는 하천 중 배출부하밀도가 10 BOD kg/day·km2 정도 이상인 하천은 조천, 석성천, 강경천으로 나타났다. 하천의 유량 및 수질모니터링, 하천그룹화, 배출부하밀도산정 등을 통하여 수질개선 우선순위 유역을 선정한 결과, 연기군의 조천, 부여군과 논산시 경계에 위치한 석성천, 논산시의 강경천과 같은 하천 유역이 수질개선이 시급한 것으로 나타났다. This study was carried out to apply the method of priority order selection for water quality improvement of watershed. The monitoring of flow and water quality, grouping branch streams and discharge load density were estimated on 18 branch streams located in middle and lower area of Geum River, Chungcheongnam-do. Based on average BOD concentration of stream at low flow, the results of the water quality analysis of stream which excess river living standard class 2 (less than BOD 3 mg/L) are Jeongancheon, Bangchukcheon, Gilsancheon, Jocheon, Seokseongcheon and Ganggyeongcheon. As a result of grouping stream, stream that have more than 10 m3/min of flow and more than 3.0 mg/L of average BOD concentration such as Group A are Jocheon, Seokseongcheon, Ganggyeongcheon and Jeongancheon. In Group A, stream corresponds to over than discharge load density as of 10 BOD kg/day·km2 is Jocheon, Seokseongcheon and Ganggyeongcheon. In view of the selected results to improve water quality basin through monitoring of flow and water quality, grouping stream, and estimation of discharge load density, Jocheon in Yeongi, Seokseongcheon located on the border of Buyeo and Nonsan, Ganggyeongcheon on Nonsan such as stream basin were urgent to improve water quality.
오존산화법에 의한 제지폐수 활성슬러지공정 유출수의 유기물질 제거효율
임봉수(Bong-Su Lim),권충진(Chung-Jin Kwon),김준영(Joon-Young Kim),강아람(A-Ram Kang) 대전대학교 환경문제연구소 2010 환경문제연구소 논문집 Vol.14 No.-
We used a conventional activated sludge process to treat a paper wastewater, and then the effluent was treated with an ozone oxidation process as advanced process to remove non-degradable materials. It was found that the removal efficiency rates of the organic matter has been rapidly increased initially, and then it was almost constant after this period. The concentration of ozone should be recommended to maintain approximately 8.3 mg/L during this operation to keep the CODmn value below 100 mg/L and ozone contact time longer than 60 min.
pH 제어를 이용한 선택적인 Aerobic - Anoxic 슬러지소화
임봉수 ( Bong Su Lim ) 한국물환경학회 1994 한국물환경학회지 Vol.10 No.1
The results have established pH as a viable process control parameter for the AAA (Alternative Aerobic-Anoxic) process. During the course of aerobic-anoxic alternation, important features appear on both the ORP and pH profiles. Newly identified pH features applicable to the AAA process control include the ammonia valley, a well defined point for terminating aerobic cycles, and the nitrate apex which can be used to terminate anoxic cycles and initiate aerobic cycles. Such feature provide valuable insights into the respiratory state of the system, which is constantly changing between nitrification and denitrification. The reproducibility of the ORP and pH curves enables the use of these features to determine the aerobic and anoxic periods in the AAA process on a real-time basis. In addition, it has been shown that pH control processes certain advantages over ORP control. Two real-time AAA control strategies, namely fixed pH set points and dynamic pH variation, were briefly presented and discussed. Both strategies were found to be feasible for the real-time control of the AAA process. Results from labortory scale AAA sludge digestion using fixed pH set points(6-8) indicated that 36% MLVSS reduction, 39% TN reduction and almost 48% saving in aeration energy was achieved after 300 hrs of digestion.
우오수분리벽을 이용한 분류식 하수관거의 월류수에 대한 영양염류 제어효과
임봉수(Lim, Bong-Su),박상현(Park, Sang-Hyun),조병욱(Cho, Byung Wook),이광춘(Lee, Kuang-Chun) 대전대학교 환경문제연구소 2008 환경문제연구소 논문집 Vol.12 No.-
This study is to evaluate control effects of separation wall by surveying water quality and sewer overflows during dry and wet periods in combined sewer and separated sewer systems. Ravine water from the combined Seokgyo outfall with the separation wall was separated about four times larger than sewage flow during dry periods. The water quality of the combined Seokgyo outfall with separation wall during dry periods is flow weighed average T-N 22mg/L, T-P 2.4mg/L, the combined Chenseokgyo outfall without the separation wall is average T-N 21mg/L, T-P 2.6mg/L, and the separated Pyoungsong center outfall is average T-N 12mg/L, T-P 1.0mg/L. The T-N, T-P concentration in separated outfall make form about 44%, 42% of the combined outfall, and this means the separated outfall (i.e. storm sewer) is polluted by inflow of sewage. The overflow load of the separated outfall is ten times higher than the combined outfall and its overflow load per rainfall is three times than combined outfall during the wet periods. Therefore, the control plan of overflow load is required in storm sewer. The control effects of the overflow load increased 100% by setting the separation wall in the combined sewer, and showed 44% increase without the separation wall in separated sewer, but forecasted over than 82% increase of effects with the separation wall.
임봉수(Bong-Su Lim),경해룡(Hai-Long Jing),육복철(Bok-Cheol, Youk) 대전대학교 환경문제연구소 2014 환경문제연구소 논문집 Vol.18 No.-
The purpose of this study is to provide the data for sewage policy by selection of demending section and priority for interceptor renovation in Daejeon Metropolitian City. The order of priority for interceptor renovation in this city is Daejean-cheon, Youdeng-cheon, Gab-cheon, Youseong-cheon and Jinjam-cheon. Length of demanding section for renovation is 5.6 km for Daejean-cheon, 11.9 km for Youdeng-cheon, 13.8 km for Gab-cheon, 10.4 km for Youseong-cheon, and 3.9 km for Jinjam-cheon, respectively. The total length for interceptor renovation is 45.6 km. Assuming 30% as partial repair and 70% total repair on trenchless replacement, total renovation cost is calculated 98.2 billion won, 3.5 billion won for Daejeon-cheon, 1.2 billion won for Jinjam-cheon, 49.7 billion won for Gab-cheon, 4.3 billion won for Youseong-cheon, and 39.5 billion won for Youdeng-cheon.