독립영양 황탈질 미생물을 이용한 관정형 반응벽체의 현장적용성 연구

이병선,엄재연,이규연,문희선,김양빈,우남칠,이종민,남경필,Lee, Byung-Sun,Um, Jae-Yeon,Lee, Kyu-Yeon,Moon, Hee-Sun,Kim, Yang-Bin,Woo, Nam-C.,Lee, Jong-Min,Nam, Kyoung-Phile 한국지하수토양환경학회 2009 지하수토양환경 Vol.14 No.3

독립영양 황탈질 미생물 Thiobacillus denitrificans를 이용한 질산염 오염지하수 정화 기술을 개발하고자, 3열의 관정형 반응벽체(길이 $\times$ 너비 $\times$ 깊이 = $3m\;{\times}\;4\;m\;{\times}\;2\;m$)를 한국농어촌공사 수리시험장(길이 $\times$ 너비 $\times$ 깊이 = $8m\;{\times}\;4\;m\;{\times}\;2\;m$)에 설치하고 현장적용성을 검토하였다. 전자공여체로 총 80 kg의 황입자를, 탈질미생물로 Thiobacillus denitrificans를 준비하였다. 황입자 표면에 Thiobacillus denitrificans를 부착하는 1톤 용량 물통 실험에서, Thiobacillus denitrificans는 질산염 농도 375 mg/L(6.1 mM)의 오염수를 11일 경과 후 ~12% (0.7 mM), 18일 경과 후 ~24%(1.3 mM), 32일 경과 후 ~45%(2.4 mM), 그리고 부착 종료 시(60일)까지 ~52%(2.8 mM)를 제거하며 황입자 표면에 성공적으로 부착 증식하였다. 이후, Thiobacillus denitrificans가 부착된 황입자를 3열의 관정형 반응벽체(각 열 간격 1 m)에 주입하여 황탈질 미생물 관정형 반응벽체를 설치하였다. 초기 질산염 농도 평균 181 mg/L 인 인공오염지하수에 대하여 28일 간 1차 정화실험을 실시하였고, 평균 281 mg/L 인 인공오염지하수에 대하여 14일 간 2차 정화실험을 실시하였다. 1차 실험의 인공오염지하수(2.9 mM)는 1열 반응 후 ~2%(0.06 mM), 2열 반응 후 ~9%(0.27 mM), 3열 반응 후 ~15%(0.44 mM)의 질산염이 제거되었다. 2차 실험의 인공오염지하수(4.5 mM)는 1열 반응 후 ~1%(0.02 mM), 2열 반응 후 ~6%(0.27 mM), 3열 반응 후 ~8%(0.37 mM)가 제거되었다. 실험 기간 중 인공오염지하수의 주입용량은 $1.24\;m^3/d$, 유속은 0.44 m/d를 유지하였고, pH는 6.7~8.3, DO는 0.9~2.8 mg/L 범위로 큰 변화가 없었다. 본 관정형 반응벽체 실험의 낮은 정화효율의 원인은 인공오염지하수에 대한 Thiobacillus denitrificans의 탈질 소요 시간 부족, 관정형 반응벽체의 개별 관정사이로 빠져나가는 인공오염지하수체, 그리고 질산염 환원효소의 활성 및 생성을 억제시키는 용존산소의 상대적으로 높은 농도 때문으로 추정된다. 황탈질 관정형 반응벽체의 현장적용시에는 탈질반응에 필요한 체류시간, 관정형 반응벽체의 개수 및 간격, 그리고 용존산소 농도 등 해당 오염부지의 고유 특성을 고려한 설계가 필요하다. The applicability of a well-type autotrophic sulfur-oxidizing reactive barrier (L $\times$ W $\times$ D = $3m\;{\times}\;4\;m\;{\times}\;2\;m$) as a long-term treatment option for nitrate removal in groundwater was evaluated. Pilot-scale (L $\times$ W $\times$ D = $8m\;{\times}\;4\;m\;{\times}\;2\;m$) flow-tank experiments were conducted to examine remedial efficacy of the well-type reactive barrier. A total of 80 kg sulfur granules as an electron donor and Thiobacillus denitrificans as an active bacterial species were prepared. Thiobacillus denitrificans was successfully colonized on the surface of the sulfur granules and the microflora transformed nitrate with removal efficiency of ~12% (0.07 mM) for 11 days, ~24% (1.3 mM) for 18 days, ~45% (2.4 mM) for 32 days, and ~52% (2.8 mM) for 60 days. Sulfur granules attached to Thiobacillus denitrificans were used to construct the well-type reactive barrier comprising three discrete barriers installed at 1-m interval downstream. Average initial nitrate concentrations were 181 mg/L for the first 28 days and 281 mg/L for the next 14 days. For the 181 mg/L (2.9 mM) plume, nitrate concentrations decreased by ~2% (0.06 mM), ~9% (0.27 mM), and ~15% (0.44 mM) after $1^{st}$, $2^{nd}$, and $3^{rd}$ barriers, respectively. For the 281 mg/L (4.5 mM) plume, nitrate concentrations decreased by ~1% (0.02 mM), ~6% (0.27 mM), and ~8% (0.37 mM) after $1^{st}$, $2^{nd}$, and $3^{rd}$ barriers, respectively. Nitrate plume was flowed through the flow-tank for 49 days by supplying $1.24\;m^3/d$ of nitrate solution. During nitrate treatment, flow velocity (0.44 m/d), pH (6.7 to 8.3), and DO (0.9~2.8 mg/L) showed little variations. Incomplete destruction of nitrate plume was attributed to the lack of retention time, rarely transverse dispersion, and inhibiting the activity of denitrification enzymes caused by relatively high DO concentrations. For field applications, it should be considered increments of retention time, modification of well placements, and intrinsic DO concentration.

생활계(生活系) 폐기물(廢棄物) 봉투(封套) 파봉을 위한 회전(回傳)칼날팔각(八角)드럼식(式) 파봉장치(裝置) 개발(開發)에 관(關)한 연구(硏究)

이병선,나경덕,한상국,최우진,박은규,김동호,Lee, Byung-Sun,Na, Kyung-Duk,Han, Sang-Kuk,Choi, Woo-Zin,Park, Eun-Kyu,Kim, Dong-Ho 한국자원리싸이클링학회 2009 資源 리싸이클링 Vol.18 No.5

재활용선별시설에서 파봉공정은 연계된 선별공정을 위한 필수 공정으로 주로 인력에 의한 작업과 일부 기계식 파봉장치가 도입되었다. 그러나, 기계식 파봉장치의 경우 재활용 대상폐기물을 파쇄하여 선별효율의 저하 및 폭발 등 작업자의 안전문제가 자주 발생하고 있다. 본 연구에서는 기존 파봉 방식의 문제점을 해결 할 수 있는 회전칼날팔각드럼식 파봉 정량공급 장치를 개발하여 성능평가 및 환경성 검토를 통한 현장 적용 가능성 평가를 수행하였다. 실험결과에 의하면 처리용량은 드럼회전수 8.2 rpm, 벨트컨베이어 속도 1.25 m/min에서 5.6 ton/hr로 설계용량인 5.0 ton/hr를 만족하였으며, 최대 처리용량은 8.8 ton/hr으로 나타났다. 봉투 속 봉투의 파봉효율은 95.6% 및 겉봉투의 경우에는 100%로 나타났으며, 특히 재활용대상폐기물 중 가장 쉽게 파손되는 유리병의 원형보존율은 약 96.5%로 정가되었다. 본 장치의 소음, 진동 및 비산먼지 농도 등에 대한 환경성 정토결과 환경오염배출허용 법적기준치를 모두 만족하는 것으로 조사되었다. 따라서, 본 파봉장치를 재활용선별시설에 적용할 경우 기존의 인력파봉과 기계식파봉에서 발생되었던 문제점을 크게 개선할 수 있다. Recyclable wastes coming into material recovery facilities(MRFs) is mostly packed by plastic bag or sack bag. Bag rupturing device is essential to improve capacity and efficiency of MRFs. Bag opening works of MRFs is mostly done by numerous workers and shredder-type bag rupturing device. It often makes a problems; decreased capacity, shredded recyclables, worker safety by explosion and broken glasses, etc. In the present work, bag rupturing device with octagonal rotating blade drums has been developed to solve the existing problems and environment assessment is also performed during operation of the device. Capacity of the device was about 5.6 ton/hr at 8.2 rpm of drum revolution speed and 1.25 m/min of belt conveyor speed. It satisfied initial designed capacity(5.0 ton/hr) and max. capacity 8.8 ton/hr was achieved at 12.5 rpm of drum revolution speed and 1.50m/min of belt conveyor speed. Bag rupturing efficiencies on outer and inner bag were obtained at 100% and about 95.6% as average, respectively and original form of glass bottles in the bag was maintained without broken by about 96.5%. This result shows that the safety in hand sorting by the workers could be improved. As result of environmental assessment on the noise, vibration and particulates, the measured levels on noise, vibration and particulates show the below standard regulatory limits. It could be concluded that the problems of existing devices in MRFs could be solved by adopting the bag rupturing device with octagonal rotating blade drums in on-site operation.

도농복합지역 지하수 함양과 배출에 대한 연구

이병선,홍성우,강희준,이지성,윤성택,남경필,Lee, Byung-Sun,Hong, Sung-Woo,Kang, Hee-Jun,Lee, Ji-Seong,Yun, Seong-Taek,Nam, Kyoung-Phile 한국지하수토양환경학회 2012 지하수토양환경 Vol.17 No.2

This study was conducted to identify groundwater recharge and discharge amounts of a representative urban-rural composite area located in Yongin city, Kyounggi-do, Korea. Groundwater recharge would be affected by mainly two processes in the study area: rainfall and leakage from public water pipelines including water-supply and sewage system. Groundwater recharge rate was estimated to be 13.5% by applying annual groundwater level data from two National Groundwater Monitoring Stations to the master regression curve method. Subsequently, the recharge amounts were determined to be $13,253{\times}10^3m^3/yr$. Leakage amounts from water-supply and sewage system were estimated to be $3,218{\times}10^3$ and $5,696{\times}10^3m^3/yr$, respectively. On the whole, a total of the recharge amounts was $22,167{\times}10^3m^3/yr$, of which 60% covers rainfall recharge and 40% pipeline leakage. Groundwater discharge occurred through three processes in the composite area: baseflow, well pumping, and discharge from urban infrastructure including groundwater infiltration into sewage pipeline and artificial extraction of groundwater to protect underground facilities from submergence. Discharge amounts by baseflow flowing to the Kiheung agricultural reservoir and well pumping were estimated to be $382{\times}10^3$ and $1,323{\times}10^3m^3/yr$, respectively. Occurrence of groundwater infiltration into sewage pipeline was rarely identified. Groundwater extraction amounts from the Bundang subway line as an underground facility were identified as $714{\times}10^3m^3/yr$. Overall, a total of the discharge amounts was determined to be $2,419{\times}10^3m^3/yr$, which was contributed by 29% of artificial discharge. Even though groundwater budget of the composite area was identified to be a surplus, it should be managed for a sound groundwater environment by changing deteriorated pipelines and controlling artificial discharge amounts.

양식장 용수 추가 확보를 위한 수압파쇄 적용성 평가

이병선,김영인,박학윤,조정환,송성호,Lee, Byung Sun,Kim, Young In,Park, Hak Yun,Cho, Jung Hwan,Song, Sung-Ho 한국지하수토양환경학회 2015 지하수토양환경 Vol.20 No.7

Feasibility tests for the hydraulic fracturing were conducted in order to secure additional saline groundwater for irrigating to the land-based aquaculture farm. Two boreholes were placed to the aquaculture farm A and B, respectively. A hydraulic fracturing using single packer was applied to major fracture zones within two boreholes. To identify effects of hydraulic fracturing on securing additional saline groundwater, some selective methods including well logging methods, pumping tests, and groundwater quality analysis were commonly applied to the boreholes before and after the hydraulic fracturing. Enlarging/creating fracture zones, increasing water contents in bedrock near boreholes, and increasing transmissivity were observed after the hydraulic fracturing. Even though the hydraulic fracturing could be an alternative to secure additional saline groundwater to the land-based aquaculture farm, salinity of the groundwater did not meet optimal thresholds for each fingerling in two farms: Fresh submarine groundwater discharge flowed the more into borehole of the farm A that resulted in decreasing a salinity value. Increased saline groundwater quantity in the borehole of the farm B rarely affect to the salinity. Although salinity problem of groundwater limited its direct use for the farms, the mixing with seawater could be effectively used for the fingerlings during the early stage. A horizontal radial collector well placed in the alluvial layer could be an alternative for the farms as well.

Speaker Detection System for Video Conference

이병선,고성원,권혁봉,Lee, Byung-Sun,Ko, Sung-Won,Kwon, Heak-Bong The Korean Institute of IIIuminating and Electrica 2003 조명·전기설비학회논문지 Vol.17 No.5

본 논문에서는 여러 사람이 참여하는 영상 회의에서 입술 움직임 정보를 이용하여 화자를 검출하는 시스템을 구현하였다. 구현된 시스템은 얼굴색 정보와 형태 정보를 이용하여 각 사람의 얼굴 및 입술 영역을 검출한 후, 입술 영역에서 이전 프레임과의 변화량을 계산하여 화자를 검출한다. 검출된 화자를 클로즈업하기 위하여 두 대의 CCD카메라를 사용하였으며, RS-232C시리얼 포트를 이용하여 PTZ 카메라를 제어한다. 실험 결과 3인 이상의 입력 동영상에서 얼굴의 기울어짐에 무관하게 화자를 검출할 수 있었으며 최초 기준 영상에서 화자를 클로즈업하는데 약 4∼5초 정도의 시간이 소요되었다. 또한 320${\times}$240 크기의 얼굴 영역 화면과 전체적인 배경 화면을 동시에 제공하므로 영상회의 및 인터넷 방송 등과 같은 영상 전송 시스템에서 보다 효율적인 의사 전달이 가능하게 하였다. In this paper, we propose a system that detects the current speaker in multi-speaker video conference by using lip motion. First, the system detects the face and lip area of each of the speakers using face color and shape information. Then, to detect the current speaker, it calculates the change between the current frame and the previous frame. To accomplish this, we used two CCD cameras. One is a general CCD camera, the other is a PTZ camera controlled by RS-232C serial port. The result is a system capable of detecting the face of current speaker in a video feed with more than three people, regardless of orientation of the faces. With this system, it only takes 4 to 5 seconds to zoom in on the speaker from the initial image. Also, it is amore efficient image transmission system for such things as video conference and internet broadcasting because it offers a face area screen at a resolution of 320X240, while at the same time providing a whole background screen.

미국의 지하수 제도와 국내 지하수 관리에의 시사점 -캘리포니아 및 텍사스 주를 중심으로-

이병선,송성호,김원석,Lee, Byung Sun,Song, Sung-Ho,Kim, Wonsuck 한국지하수토양환경학회 2017 지하수토양환경 Vol.22 No.5

This study reviewed the groundwater policies of USA as a benchmarking for the purpose of improving groundwater polices, regulations, and plans in Korea. Each state of the USA has its own unique groundwater policies. Recently, severe drought in the western parts of the USA resulted in the launch of the California Statewide Groundwater Elevation Monitoring (CASGEM) program. CASGEM classified a total of 515 alluvial groundwater basins of the California State to four prior groups (high, medium, low, and very low prioritization). In Texas, a total of 101 Groundwater Conservation Districts (GCDs) over the state has controlled groundwater pumping amounts in their own management areas and 16 Groundwater Management Areas (GMAs) over the state have directly managed groundwater aquifer. Direct management for aquifers by GMAs would be the most scientific method for groundwater management, which expected to provide water consumers the more advavnced groundwater service. These groundwater management strategies of the USA can be possibly considered in groundwater plans for national and local governmental authorities, which possibly results in more optimal groundwater management in Korea.

사용종료매립지(使用終了埋立地) 폐기물(廢棄物)의 처리방법별(處理方法別) 온실(溫室)가스 저감량(低減量) 평가(評價)

이병선,한상국,강정희,이남훈,Lee, Byung-Sun,Han, Sang-Kuk,Kang, Jeong-Hee,Lee, Nam-Hoon 한국자원리싸이클링학회 2013 資源 리싸이클링 Vol.22 No.6

본 연구는 사용종료매립지 정비를 위한 폐기물 처리과정에서 가연성폐기물의 처리 방법별 온실가스 발생량을 IPCC에서 제시하고 있는 기본배출계수(default emission factor)를 활용하여 산정하고 그 결과 비교를 통해 온실가스 감축량을 산정하였다. 대상 매립지로부터 굴착한 폐기물의 성상을 조사한 결과 토사류가 64.96%로 가장 많은 비율을 차지하고 있었으며, 다음으로 비닐/플라스틱류가 19.18%의 비율을 차지하고 있어 전체 폐기물 중 토사류의 비율이 매우 높은 것으로 나타났다. 음식물류, 목초류, 종이류와 같이 생분해가 용이한 폐기물이 거의 발견되지 않은 점 등이 일반적인 비위생매립지의 굴착폐기물과 성상이 유사하였다. 전체 폐기물의 겉보기 밀도는 평균 $0.74t/m^3$으로 확인되었다. 폐기물을 매립으로 처리하는 경우 약 60,542 $tCO_2$, 소각을 통해 폐기물 처리 시 9,933 $tCO_2$의 온실가스가 배출되며 폐기물 고형연료 생산 시에는 33,738 $tCO_2$의 온실가스가 감축되는 것으로 산정되어 폐기물 고형연료 생산이 온실가스 감축에 도움이 되는 것으로 확인되었다. This study was carried out to estimate greenhouse gas reduction potentials under treatment methods of combustible wastes excavated from closed landfill. The treatment methods of solid wastes were landfilling, incineration, and production of solid recovery fuel. The greenhouse gas reduction potentials were calculated using the default emission factor presented by IPCC G/L method of IPCC (Intergovernmental Panel on Climate Change). The composition of excavated waste represented that screened soil was the highest (65.96%), followed by vinyl/plastic (19.18%). This means its own component is similar to the other excavated waste from unsanitary landfill sites. Additionally, its bulk density was 0.74 $t/m^3$. In case of landfilling of excavated waste, greenhouse gas emission quantity was 60,542 $tCO_2$. In case of incineration of excavated waste, greenhouse gas emission quantity was 9,933 $tCO_2$. However, solid recovery fuel from excavated waste reduced 33,738 $tCO_2$ of the greenhouse gas emission quantity. Therefore, solid recovery fuel production is helpful to reduce of greenhouse gas emission.

고체 당밀정화제와 종속영양 탈질미생물을 이용한 질산염 제거

이병선,이규연,신도연,최종학,김영진,남경필,Lee, Byung-Sun,Lee, Kyu-Yeon,Shin, Do-Yun,Choi, Jong-Hak,Kim, Young-Jin,Nam, Kyoung-Phile 한국지하수토양환경학회 2010 지하수토양환경 Vol.15 No.4

This study was conducted to determine the potential applicability of slowly released molasses (SRM) to treat nitratecontaminated groundwater. SRM was made by dispersing molasses in hydroxy propyl methyl cellulose-silicamicrocrystalline cellulose matrix. Column test indicated that SRM could continuously release molasses with slowly decreasing release rates of $64.6mg-COD/L{\cdot}h$ up to 65 hrs, $12.1mg-COD/L{\cdot}h$ up to 215 hrs, and $4.4mg-COD/L{\cdot}h$up to 361 hrs. A batch test using an isolated indigenous heterotrophic denitrifier Pseudomonas sp. KY1 having nitrite reductase (nirK) and liquid molasses demonstrated that the bacterium decreased 100 mg-N/L of nitrate to less than 10 mg-N/L at the C/N ratio of 10/1 in 48 hours. In a Pseudomonas sp. KY1-attached Ottawa sand column which continuously received molasses from a SRM-containing reservoir, the bacterium successfully removed nitrate from 20 mg-N/L to 3 mg-N/L during the 361 hours of column operation. The results showed the possibility that SRM can be used as a reliable, longterm extra carbon source for indigenous heterotrophic denitrifiers.

농어업용 공공관정 기능진단 표준화(안)을 이용한 최적 사후관리

이병선,송성호,박정근,원용천,김원석,Lee, Byung Sun,Song, Sung-Ho,Park, Jeong-Keun,Won, Young-Cheon,Kim, Wonsuck 한국지하수토양환경학회 2016 지하수토양환경 Vol.21 No.4

Rehabilitation for low-yielding wells resulting in improvement on groundwater quantity and quality is considered to be the most economic and ecofriendly method against the increasing demand to groundwater due to frequent drought and the increase in numbers of agricultural complex for growing horticultural crops. This study suggests standard, stepwise diagnostic fuctions consisting of four steps (Basic inspection, Specific inspection, Rehabilitation, and Management) for an optimal management to the wells. Basic inspection can provide information on current groundwater quantity and quality compared with those on its initial stage. Specific-inspection based on hydrogeology can scientifically demonstrate causes of deterioration on groundwater quantity and quality. Results of specific inspection can suggest an optimal rehabilitation method to solve deteriorating problems including clogging and corrosion for the wells. After rehabiliating the wells, an assessment on groundwater quantity and quality would be conducted to identify the suitability of the applied method and improvement of the wells. A short-term, periodic management to the wells is considered as the key to save a public management budget. Suggested diagnostic functions can possibly induce sustainable supply of agricultural groundwater to the farm land and finally contribute the increase on rural household income.

포스트 코로나 시대 농어촌지하수 관리 방안

이병선,서상진,이규상,윤석환,송성호,Lee, Byung Sun,Seo, Sangjin,Lee, Gyusang,Yoon, Seok-Hwan,Song, Sung-Ho 한국지하수토양환경학회 2022 지하수토양환경 Vol.27 No.4

This study was conducted to supplement new-normal strategies on management plans of rural groundwater resources in the era of Post COVID-19. Global outbreak of COVID-19 has damaged across all areas including public policy, economics, industrial services, and others without exception, which has resulted in establishing new-normal strategies in order to restore balance and functions as for these areas. The new-normal ones were represented as enhancing preventative management on infectious diseases, expanding non face-to-face services, enhancing protective trades and food securities, and preparing growth policies on public services using the 4^th industrial revolution techniques. In this study, G-WASH_AD (Groundwater supply, sanitation, and hygiene with attraction and digitization) was suggested to be new-normal strategies on rural groundwater resources. The G-WASH_AD was consisted of three detailed action plans: a preventative plan on waterborne-diseases of groundwater (PP), a groundwater-tourism plan with rural heritage (GP), and an application plan of the 4^th industrial revolution techniques to groundwater facilities and its data (P4). The PP can contribute to protect human health from waterborne-diseases and minimize hazardous effects on crop cultivation. The GP accompanied with high-quality groundwater resources is able to strengthen rural tourism, to promote marketing activities on local agricultural products, and to increase household incomes of rural communities. The P4 can reinforce fast, comfortable, and scientific management on groundwater facilities and its data, creating a virtuous cycle between innovative management on groundwater and growth of technology related to it. Results of the G-WASH_AD strategies can encourage a green growth engine in field of rural groundwater management keeping up with Post COVID-19.