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.

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.

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.

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.

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.

농촌용수 수질관리를 위한 비농업시설의 영향 연구

이병선,엄재연,김양빈,우남칠,남경필,이종민,Lee, Byung-Sun,Um, Jae-Yeon,Kim, Yang-Bin,Woo, Nam-Chil,Nam, Kyoung-Phile,Lee, Jong-Min 한국지하수토양환경학회 2009 지하수토양환경 Vol.14 No.2

국제농촌지역은 국제적인 농산물 개방 여파, 대도시 인근지역 택지개발 및 산업시설 설치, 각종 레저산업의 유입등 비농업시설이 기존 농경지를 대체 개발하면서 다각적인 발전의 활로를 모색하고 있다. 그러나 이러한 개발속도에 비해 수질솬리는 상대적으로 뒤쳐지는 편이다. 이연구는 개발이 활발한 경기도 OO시 A저수지 유역 대표적인 비농업시설을 중심으로 지하수 및 하철수 시료를 채수하여, 비농업시설 설치운영이 농촌용수 수질에 미치는 영향을 살펴보았다. 연구지역 내 비농업시설에 의한 수질오염은 적절한 처리시설 없이 하수가 A 저수지로무단 방류되는 지역과 공장밀집지역에서 발생했다. 배경수질 분석결과, 두 지역의 하철수 및 지하수에서 (Na+K)-Cl, Ca-(Cl, SO$_4$, Ca-Cl유형들이 나타나 외부 오염 물질의 유입을 보였다. 하수 무단방류지는 면소재지 발생하수가 하천수에 유입됨에 다라 COD, T-N, T-P 오염이 심각했고, 인접한 지하수는 하철수의 유도함양 결과, 화학비료 기원의 NO$_3$-N 오염이 진행 중이었다. 공장밀집지는 T-N, NO$_3$-N 오염이 심각했고, 공장지역 정화조 액상오수의 무단방류가 NO$_3$-N오염의 원이이었다. 축산시설개발지역에서는 가축분뇨에서 기원한 유기물이 하천수 및 지하수에 유입되어NO$_3$-N, Mn오염을 보였다. 농약은 골프장을 비롯한 전체 빈오시설 지역에서 불검출 되었고, SAR(Sodium Adsorption Ratio)-전기전도도 분석 결과,연구지역 용수를 관개용수로 사용 시 알칼리도 및 염도에 대한 위해가 없는 것으로 나타났다. 실버타운, 레저관광지, 골프장 주변 지역의 용수는 대체적으로 수질이 양호했다. 결론적으로 연구지역 내 수질 오염은 국지적인 비농업시설 설치지에서 발생하였으나, 이러나 오염수가 연구지역의 최종 집수지인 A저수지에 유입되면, 타 수계의 청정수와 혼합 희석에 의해 A 저수지에서는 수질 오염이 거의 나타나지 않았다. 그러나 향후 연구지역에 비농업시설이 난립할 경우 A저수지의 희석효과를 기대하기 어려우므로, 농촌개발과 병해할 수 있는 농촌 용수 수질관리 계획이 수립되어 청정한 농촌용수 수질관리가 이루어질 필요가 있다. This study was objected to identify the effect on water quality and contamination by non-agricultural facilities in 'A' reservoir watershed located in OO city, Kyounggi-do, Korea. Ground- and stream water samples showed (Na+K)-Cl, Ca(Cl, SO$_4$) and Ca-Cl type in an illegally discharging area of sewage and a densely industrial area indicating water contamination. Stream water of an illegally discharging area of sewage had high COD, T-N and T-P. In this area, direct incoming of sewage into stream water was induced ground water system by well pumping, and it made a progress of ground water contaminations with those components. Groundwater of a densely industrial area showed high concentrations of T-N, NO$_3$N. From a nitrogen isotope analysis, stream water of an illegally discharging area of sewage has ${\delta}^{15}N-NO_3$values of 0.7%0 was strongly affected by nitrogen originated from agrochemicals, and a densely industrial area of 19.7%0 from septic system. Ground- and stream water of a livestock fanning area were contaminated with NH$_3$-N and Mn, which was affected by intensive livestock facilities. SAR-conductivity plot indicates the water does not pose either alkalinity or salinity hazard for irrigation. COD, T-N, T-P, NO$3$-N, NH$_3$N and Mn concentrations from contaminated areas were diminished by mixing with 'A' reservoir water. There were no water contaminations in silver towns, vacationlands around reservoir and golf links. Consequently, it should be made a plan of systematic managements for past and- present possible contaminants and sewage systems in preventing water contamination by non-agricultural facilities.

기계식(機械式) 회전(回轉)레이크를 이용(利用)한 생활계(生活界) 폐기물(廢棄物) 필름류(類) 선별장치(選別裝置) 개발(開發)에 관(關)한 연구(硏究)

이병선,나경덕,한상국,최우진,박은규,Lee, Byung-Sun,Na, Kyung-Duk,Han, Sang-Kuk,Choi, Woo-Zin,Park, Eun-Kyu 한국자원리싸이클링학회 2010 資源 리싸이클링 Vol.19 No.3

본 연구에서는 생활폐기물 전처리 시설 및 재활용 선별시설로 반입되는 필름류를 선별하기 위한 기계식 회전레이크를 개발하였으며, 성능평가 및 환경적합성 검토를 통하여 현장 적용 가능성 평가를 수행하였다. 실험결과 처리용량은 벨트컨베이어속도 38.5 m/min, 레이크 회전속도 26.0 rpm(1,2차 레이크 개수는 각각 39개, 52개, 3차 브러쉬 48개)에서 5.3 ton/hr로 설계용량인 5.0 ton/hr를 만족하였으며, 레이크 회전속도 28.0 rpm에서 필름류 회수율은 92.60%, 순도 96.50%로 매우 높게 나타났다. 본 장치에 대한 소음, 진동 및 비산먼지 농도 등에 대한 환경성 평가 결과, 환경오염법적배출허용 기준치를 모두 만족하는 것으로 조사되었다. 또한, 선별된 필름류를 대상으로 고형연료(RPF; Refuse Plastic Fuel) 제조를 통한 재활용 가능성을 평가한 결과, 발열량 약 9,740.3 kg/kcal, 염소함량 약 0.18%로 고형연료 품질기준 1등급을 만족하였다. 따라서 필름류 선별장치를 재활용 선별시설에 적용할 경우 작업량 증가 및 작업환경의 개선이 가능하고, 필름류 제거를 통한 자동화선별장치의 선별효율을 개선 할 수 있을 것으로 사료된다. 또한, 선별된 필름류를 고형연료로 제조하면 화석연료의 대체 에너지원으로서 사용 가능할 것으로 사료된다. In the present work, a new separation system with rotating rakes has been developed to separate the film-based plastics from the recyclable materials, and environment assessment is also carried out during operation of the device. Capacity of the device was about 5.3 ton/hr at a rakes rotation speed of 26.0 rpm (the number of rakes in the 1st, 2nd and 3rd trials were 39, 52 and 48, respectively) and a belt conveyor speed of 38.5m/min, which satisfied the initial design capacity (5.0 ton/hr). Recovery ratio and purity of the plastic films were 92.6% and 96.5%, respectively at a rotation speed of 28 rpm. The levels of noise, vibration and particulate emission were below material standard regulatory limits. Plastic refused fuel (RPF) was also prepared with the recovered films. The calorific value and chlorine content of the prepared RPF were 9,740 kcal/kg and 0.18%, respectively which satisfy the first grade quality specification of the Korean RPF standard. As a result of this work, recovery of energy resources from the municipal solid waste is possible by adopting the developed separation device.

시설농업지역 지하수 인공함양 실증시험 연구

이병선,명우호,오세봉,전성천,박길택,송성호,Lee, Byung Sun,Myoung, Wooho,Oh, Sebong,Jun, Seong-Chun,Piao, Jize,Song, Sung-Ho 한국지하수토양환경학회 2020 지하수토양환경 Vol.25 No.1

This study was conducted to examine an artificial recharge system, which was considered to be an alternative for securing additional groundwater resources in a high-density greenhouse region. An injection well with a depth of 14.0 m was placed in an alluvial plain of the zone. Eight monitoring wells were placed in a shape of dual circles around the injection well. Aquifer tests showed that the aquifer was comprised with high-permeable layer with hydraulic conductivities of 1.5×10^-3~2.4×10^-2 cm/sec and storage coefficients of 0.07~0.10. A step injection test resulted in a specific groundwater-level rising (Sr/Q) values of 0.013~0.018 day/㎡ with 64~92% injection efficiencies. Results of the constant-rate injection test with an optimal injection rate of 100 ㎥/day demonstrated an enormous storage capacity of the alluvial aquifer during ten experimental days. To design an optimal recharge system for an artificial recharge, the high-permeable layer should be isolated by dual packers and suitable pressure should be applied to the injection well in order to store water. An anisotropy ratio of the alluvial aquifer was evaluated to be approximately 1.25 : 1 with an anisotropy angle of 71 degrees, indicating intervals among injection wells are almost the same.

MBT시스템에 의해 선별(選別)된 생활폐기물(生活廢棄物)의 자원화(資源化) 평가(評價)에 관(關)한 연구(硏究)

이병선,한상국,이남훈,강정희,위준,Lee, Byung-Sun,Han, Sang-Kuk,Lee, Nam-Hoon,Kang, Jeong-Hee,Wie, June 한국자원리싸이클링학회 2013 資源 리싸이클링 Vol.22 No.5

This study was carried out to evaluate the possibility of resource recovery for municipal solid waste(MSW) that sorted by a MBT system. First, physical property of MSW was similar to wastes carried into Sudokown landfill site. However, moisture of MSW was little higher than that. As a result of BMP test using organic fraction of MSW(OFMSWs), approximately 60 ~ 80 mL $CH_4/g$-VS of methane was occurred. Compared to the other studies, the value of methane is lower. It seems to be caused that high ratio of vinyl/plastic in OFMSWs. The other BMP test using sample of MBT system located in Sudokwon landfill was conducted each physical properties. According to the result of experiment, food waste makes 193 mL $CH_4/g$-VS, and paper is 102 mL $CH_4/g$-VS. However, there was not methane production in vinyl and rubber. Additionally, others that can't sort no more show 30 m $CH_4L/g$-VS of methane production. From the result of experimental data OFMSWs has high fraction of vinyl, rubber and other substance that difficult for biodegradation. Therefore it is need to sort of them. 본 연구는 Mechanical Biological Treatment system(이하 MBT system)에서 선별된 생활폐기물의 에너지회수 가능성을 평가하고자 하였다. 투입 생활폐기물의 성상분석 결과 수도권매립지에 반입되는 폐기물과 성상이 유사하였으며, 함수율은 다소 높은 값을 나타내었다. 도시고형유기성폐기물에 대해 BMP(Biochemical Methane Potential) test를 실시한 결과 60 ~ 80 mL $CH_4/g$-VS의 메탄($CH_4$)가스가 발생하여 문헌 등에서 보고된 메탄발생량에 비해 낮은 값을 나타내었는데 비닐플라스틱류의 비중이 높았기 때문으로 추측된다. 수도권매립지에 설치된 MBT system에서 선별된 유기성폐기물을 각 성분별로 BMP Test를 실시한 결과 음식폐기물 및 종이류에서는 각각 193, 102 mL $CH_4/g$-VS 수준의 메탄이 발생하였으나 비닐, 고무에서는 전혀 발생하지 않았고, 선별이 어려운 others에서는 매우 낮은 30 mL $CH_4/g$-VS 수준의 메탄이 발생하였다. 이로 미루어볼 때 유기성폐기물에서 비닐플라스틱, 고무류의 선별이 필요할 것으로 판단된다.

농어촌지하수 관측망

이병선,김영인,최광준,송성호,김진호,우동광,설민구,박기연,Lee, Byung Sun,Kim, Young In,Choi, Kwang-Jun,Song, Sung-Ho,Kim, Jin Ho,Woo, Dong Kwang,Seol, Min Ku,Park, Ki Yeon 한국지하수토양환경학회 2014 지하수토양환경 Vol.19 No.4

Rural groundwater monitoring network has been managed by Korea Rural Community Corporation (KRC) since 1998. The network consists of two kinds of subnetworks; rural groundwater management network (RGMN) and seawater intrusion monitoring network (SIMN). RGMN has been operated to promote a sound and sustainable development of rural groundwater within the concerned area for groundwater quality and quantity. SIMN has been operated to protect the crops against hazards by the saline water in coastal areas in which the shortage of irrigation water become a main problem for agriculture. Currently, a total of 283 monitoring wells has been installed; 147 wells in 79 municipalities for RGMN and 136 wells in 52 ones for SIMN, respectively. Two subnetworks commonly monitor three hydrophysical properties (groundwater level, temperature, and electric conductivity) every hour. Monitored data are automatically transferred to the management center located in KRC. Data are opened to the public throughout website named to be the Rural Groundwater Net (www.groundwater.or.kr). Annual reports involving well logging and hydrochemical data of RGMN and SIMN have been published and distributed to the rural water management office of each municipalities. In addition, anyone who concerns about RGMN an SIMN can freely download these reports throughout the Rural Groundwater Net as well.