영천시 생활쓰레기의 이 · 화학적 특성조사 (pp.241-241)

우영국 한국환경관리학회 2000 한국환경관리학회 학술연구발표회 논문초록집 Vol.2000 No.7

대구시 지역의 토양오염 특성조사 연구 (pp.124-124)

우영국,조은하 한국환경관리학회 2002 한국환경관리학회 학술연구발표회 논문초록집 Vol.2002 No.7

대구시 지역의 식물체에 함유된 중금속 함량에 관한 연구 (pp.125-125)

우영국,조은하 한국환경관리학회 2002 한국환경관리학회 학술연구발표회 논문초록집 Vol.2002 No.7

내부탄소원을 이용한 돈사폐수의 탈질화

한동준,임재명,우영국 江原大學校 産業技術硏究所 1996 産業技術硏究 Vol.16 No.-

This reasearch aims to investigate the effects of an internal carbon source in the dentification of piggery wastewater. In this study, the raw wastewater and the effluent from each of anoxic basin and anaerobic basin were used as the internal carbon sources. The experiments were carried out in batch system and the results are as follows; i)Denitrification rastes were the highest in the raw wastewater asnd the lowest in the anaerobic effluent. ii)The piggery wastewater contained about 60 percent of the readily biodegradable organic(RDCOD), which led to a conclusion that the raw wastewater could be used as the internal carbon source for denitrification. For the efficient denitrificatuon, pre-denitrification process was found profitable. iii) In denitrification, alkalinity production rates were in the range of 3.4 to 3.6 mgCaCO?/mg NO?-N. iv) The denitritation of piggery wastewaster came out to be possible, and the rate of organic carbon consumption decreased about 10 percent.

호기성 고정생물막 반응조에서 인의 제거

한동준,임재명,우영국 江原大學校 産業技術硏究所 1996 産業技術硏究 Vol.16 No.-

While the enhanced biological phosphorus removal(EBPR), in anaerobic/aerobic condition, was known to remove phosphorus by means of metabolism of poly-Pmicroorganisms, the phosphorus removed could be released in the form of ortho-P in the aerobic fixed biofilm reactor. This study was initiated to investigate the cause of ortho-P release in the aerobi c fixed biofilm reactor. The resutls indicated that the phosporus release was caused by autooxidation. The synthesis and release of phosphrous were related to the ORP and the boundary value for the phase change was about 170mV. In the synthesis phase, the phosphorus removal rate per COD removed was 0.023mgP?/mgCOD?. The phosprous contents of the microorganism were 4.3~6.0% on a dry weight basis.

대구시 지역의 토양오염 특성조사 연구

우영국(Young-Kuk Woo),조은하(Eun-Ha Jo) 한국환경관리학회 2001 環境管理學會誌 Vol.7 No.3

석탄폐석 및 광재의 유해물질 침출특성 연구

우영국,강성환,임재명,한동준,김병욱 강원대학교 석재복합신소재제품연구센터 1996 석재연 논문집 Vol.1 No.-

광산에서 배출되는 광재폐기물은 산과 계곡에 투기 또는 매립되어 강우등에 의하여 주변 소하천을 오염시키고 있다. 따라서 본 연구는 광재의 물리적특성과 이화학적 특성을 조사하고 회분식과 칼럼식실험을 수행하여 오염물질의 침출특성을 고찰하고자 하였다. 실험결과, 다음과 같은 결론을 얻을 수 있었다. 1) 광재는 점토질 및 실트질의 크기를 지니고 있으나 점착력과 소성적 성질이 없는 사질토의 특성을 지니고 있다. 2) 광재의 투수계수는 대부분 10(???)³-10(???)cm/sec의 범위이며, 일반 사질토의 투수계수보다 낮음을 알 수 있었다. 3) 회분식과 칼럼식 용출시험의 결과, 대상 광산의 광재폐기물 일부에서 기준치 이상의 중금속농도가 침출되었으며, 이에대한 방지대책의 심각성을 알 수 있었다. 4) 광재 폐기물의 칼럼식 용출시험 결과 kg폐기물 당 인공강우 투여량 비가 증가할수록 침출수의 중금속 및 유해물질 농도는 크게 감소되어 어느정도 진행된 이후부터는 대부분 일정한 농도가 유지되나, 산성강우시 침출정도 및 침출시간은 지속되는 것을 알 수 있었다. 5) 광재는 많은 중금속과 유해물질을 함유하고 있으나 양적인면에서 자원화의 가치가 높을 것으로 판단된다. 따라서 광재내의 자원회수, 건설 재료등의 재활용및 자원화 연구가 필요하다. Tailing wastes producedat metal mines have been disposed of by dumping or landfiling in depression. Mine drainage developed at pile of the tailing wastes has high concentrations of various kinds of heavy metals and harzardous materials, and these contaminants are leached out from the tailing wastes by water infiltration or when they collapse. In this study, both batch test and column test were performed in order to investigate the physical and leaching characteristics of tailing wastes. The batch test results were compared with those by EPT and DLT, and column test was carried out at acidic and neutral pH ranges. The results showed that high concentrations of heavy metals and sulfate were contained in the leachate of the some tailing wastes. In column test, levels of heavy metals in the leachate produced during the initial rainfall period were found higher.

팔당호 상류수계에 위치한 공공 하수종말처리시설의 총인 배출 최적관리

우영국 ( Young Gug Woo ),박은영 ( Eun Young Park ),전양근 ( Yang Kun Jeon ),정명숙 ( Myung Suk Jeong ),임재명 ( Jay Myung Rim ) 한국물환경학회 2011 한국물환경학회지 Vol.27 No.2

The purpose of the study is to optimally manage sewage treatment plant with analysis of phosphorus contribution and improvement of water quality contributing rate in the effect of inflowing point of effluent and Pal-Dang lake after reducing T-P discharge from large scale public sewage treatment plant at upstream of Pal-Dang lake. Also, this study, for enforcement of T-P in effluent, plans optimal management of effluent T-P through examining propriety of environmental, technological, and economical aspect such as water quality standard of domestic and foreign T-P and related policy. In regarding optimal management of T-P discharged from public sewage treatment plant located in upstream of Pal-Dang lake, the study drew following conclusions. With the optimal management of public sewage treatment plant, it showed that a pollution level became higher in the order of Sumgang E in South-Han river, C in Dalcheon, B1·B2, A in North-Han river, and J in Kyungancheon, and it is required reduction of T-P first. The highest value in analysis of benefit-costs from sewage treatment plant in the selected research area was Kyungan B, and the others are with the order of Jojong A, Bokha A, Kyungan A, and Yanghwa A. With result of this study, all 14 areas are required more enforced phosphorus treatment. The study resulted that the most top priority areas were Hangang F, Sumgang B, and Gyungan A, top priority areas were Bokha A, Dalcheon B, and Cheongmi A, priority areas were Hangang E, Heukcheon A, Gyungan B, and Jojong A, and potential areas were Sumgang A, Yanghwa A, Dalcheon A, and Hangang D. It seems to be appropriate to apply 0.2 mg/L of T-P treatment for water supply source reservation, 0.5 mg/L for the other areas by locally, and 0.2~0.5 mg/L for biological nitrogen·phosphorus treatment method and 0.5~1 mg/L for Conventional Activated Sludge by technologically. Also, it may be appropriate to apply 0.2 mg/L for the most top priority area(I), 0.3 mg/L for the top priority area(II), 0.4 mg/L for priority area(III), and 0.5 mg/L for potential area(IV) by the separation of priority area.

팔당호 상류수계에 위치한 환경기초시설의 인 기여도 분석

우영국 ( Young Gug Woo ),박은영 ( Eun Young Park ),전양근 ( Yang Kun Jeon ),양희정 ( Hee Jeong Yang ),임재명 ( Jay Myung Rim ) 한국물환경학회 2010 한국물환경학회지 Vol.26 No.6

The phosphorus contribution rate on water quality of North and South-Han River, and Gyungan-cheon by effluents from environmental fundamental facilities located in upstream basin of Paldang Lake were analyzed. QUALKO2 model was selected for the analysis of contrubution rate, and was constructed considering the location of the main point sources and all facilities in study area. The pollutant loading rates and arrival rates for each unit-watershed in study area were calculated for model operation. For the calibration and verification of model, 2006 water quality dataset from Ministry of Environment and the effluent loadings of the environmental fundamental facilities were used. Reliability Index (RI) method was used to estimate the validity of the results of calibration and verification. The phosphorous contribution rate(%) for each environmental fundamental facility were analyzed by excepting the effluent loading of the facility. The contribution rate was analyzed for each facility, facility groups separated by each main river and each unit-watershed. The main results of analysis for each facility are as follows; (i) the phosphorous contribution of B1 facility is 50%, which is the highest phosphorous contribution rate among those of nine facilities in the North-Han River Basin; (ii) the highest phosphorous contribution is 55.6% from J facility among eight facilities in the Gyungan Stream Basin; (iii) 40% from E treatment facility is the highest among those of twenty eight facilities in the South-Han River Basin.

생물막 탈질공정을 이용한 고농도 유기성폐수처리

禹永國,權純映,劉成桓 관동대학교 1997 關大論文集 Vol.25 No.2

The combined process for denitrification was used to treat seafood processing wasteweters containing high Nitrogen compounds. The reactors were maden by prexiglass and consisted of the two anoxic and oxic reator for nitrification and denitrification. Wastewater for experiment was ranged in 4000-5000㎎/1 of TCOD, 2500-3300㎎/1 of TBOD, 500-600㎎/1 of TKN, 430-500㎎/1 of NH₃-N and 14-28℃ of temperature. The efficiency was shown in treating nitrogen compounds during experiment. About 90% of NOx was removed at anoxic oxic phase. At the state of 0.3-0.6 ㎏ NOx/m³.d in Nitrogen volumetric loading rate, the efficiency was 97%. Most of Nitrogen removal was treated at the post-denirification.