• 제목/요약/키워드: Managed aquifer recharge

검색결과 9건 처리시간 0.026초

대수층 함양관리에 있어서 지질매질에 의한 비소 자연저감 가능성 평가 (Assessment of Potential Natural Attenuation of Arsenic by Geological Media During Managed Aquifer Recharge)

  • 박다소미;현성필;하규철;문희선
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제25권3호
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    • pp.12-22
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    • 2020
  • Managed aquifer recharge (MAR) is a promising water management strategy for securing stable water resources to overcome water shortage and water quality deterioration caused by global environmental changes. A MAR demonstration site was selected at Imgok-ri, Sangju-si, Korea, based on screening for the frequency of drought events and local water supply situations. The abundant groundwater discharging from a nearby abandoned coal mine is one of the potential recharge water sources for the MAR implementation. However, it has elevated levels of arsenic (~12 ㎍/L). In this study, the potential of the natural attenuation of arsenic by the field geological media was investigated using batch and column experiments. The adsorption and desorption parameters were obtained for two drill core samples (GM1; 21.8~22.8 m and GM2; 26.0~27.8 m depth) recovered from the potentially water-conducting fracture-zones in the injection well. The effluent arsenic concentrations were monitored during the continuous flow of the mine drainage water through the columns packed with the core samples. GM2 removed about 60% of arsenic in the influent (0.1 mg-As/L) while GM1 removed about 20%. The results suggest that natural attenuation is an acitive process occurring during the MAR operation, potentially lowering the arsenic level in the mine drainage water below the regulatory standard for drinking water. This study hence demonstrates that using the mine drainage water as the recharge water source is a viable option at the MAR demonstration site.

MAR기반 음용수 공급 시스템에의 HACCP 원리 적용 (Application of HACCP principles to MAR-based drinking water supply system)

  • 지현욱;이상일
    • 상하수도학회지
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    • 제30권5호
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    • pp.533-543
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    • 2016
  • Supplying clean and safe water to people is facing both quantitative and qualitative challenges. Due to climate change, access to freshwater becomes increasingly difficult, while pollution from various sources decreases the public trust in water quality. Managed aquifer recharge (MAR) which stores and uses surface water in aquifer is receiving attention as a new technology to secure freshwater. Recently, there is a global expansion in the attempt to combine general purification plants and hazard analysis and critical control point (HACCP) which manages all the process from raw material to consumer for food safety. This research is about an attempt to apply HACCP to the drinking water supply process using MAR to secure both quantity and quality of drinking water. The study site is a MAR plant being constructed in the downstream area of the Nakdong River Basin, South Korea. The incorporation of HACCP with MAR-based water supply system is expected to enhance the safety and reliability of drinking water.

Iron and manganese removal in direct anoxic nanofiltration for indirect potable reuse

  • Jin, Yongxun;Choi, Yeseul;Song, Kyung Guen;Kim, Soyoun;Park, Chanhyuk
    • Membrane and Water Treatment
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    • 제10권4호
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    • pp.299-305
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    • 2019
  • Managed aquifer recharge (MAR) systems are gaining interest as an alternative to conventional water resources. However, when the water recovered in MAR systems, dissolved iron and manganese species may easily oxidize and they cause well screen clogging or require abandonment of extraction wells. In this study, both oxic and anoxic conditions were analyzed to verify the feasibility of the membrane filtration performance under various solution chemistries. The fouling mechanisms of the metal ions under anoxic conditions were also investigated by employing synthetic wastewater. The fouled membranes were then further analyzed to verify the major causes of inorganic fouling through SEM and XPS. The newly suggested anoxic process refining existing membrane process is expected to provide more precious information about nanofiltration (NF) membrane fouling, especially for demonstrating the potential advantages to chemical-free drinking water production for indirect potable reuse.

하수처리수를 이용한 대수층 함양관리 기술(Managed Aquifer Recharge)에서 유기물과 의약화합물 제거 (Removal of Organic Matter and Pharmaceuticals in Wastewater Effluent through Managed Aquifer Recharge)

  • 임훈철;여인설;맹승규;최희철
    • 대한환경공학회지
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    • 제37권3호
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    • pp.182-190
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    • 2015
  • 본 연구에서는 장성에 위치한 황룡강에서 채취한 모래를 이용하여 유기물질과 의약화합물 제거효율을 평가하고 의약화합물의 제거 메커니즘을 규명하고자 하였다. 회분식 실험 및 칼럼 실험으로 대수층 함양관리기술을 모사하였으며, 모든 실험은 담양 하수처리장의 의약화합물이 포함된 최종방류수를 원수로 하여 구동하였다. 회분식 실험 및 칼럼 실험을 통해 유기물질과 의약화합물은 토양 유기물질과 미생물 활성도에 영향을 받아 제거되는 것을 보였다. 유기물질 제거는 생물학적 조건에서 잘 되는 것으로 나타났다. 중성과 양이온 의약화합물(iopromide, estrone 및 trimethoprim)의 경우에는 일반 모래, 구운 모래를 사용한 회분식 실험 모두 70% 이상의 제거효율을 나타냈다. 반면, carbamazepine의 경우는 회분식과 칼럼 실험에서 제거가 잘 이루어지지 않았다. 음이온 의약화합물 (ketoprofen, ibufrofen 및 diclofenac)의 경우 모래 표면의 SOM과 미생물 활성도에 영향을 받아 제거가 되는 것을 보였다. 회분식과 칼럼 실험을 바탕으로 생물학적 영향과 수착이 대수층 함양관리기술에서 의약화합물 제거에 주요한 메커니즘으로 나타났다.

대수층 저장·이동 및 회수에 의한 음용수 생산과정에서의 위해사건분석 (Hazardous event analysis in drinking water production using aquifer storage transfer and recovery)

  • 이상일;지현욱
    • 상하수도학회지
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    • 제29권1호
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    • pp.23-31
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    • 2015
  • Aquifer storage transfer and recovery (ASTR) is a type of managed aquifer recharge which entails injecting water into a storage well and recovering it from a different well. It has effects of natural purification when injected water passes through aquifer medium, and can be a good way of supplying water especially in a region with poor surface water quality. This study is about an on-going effort to introduce ASTR as a solution to source water problems in coastal areas. A pilot study is being conducted in the delta of the Nakdong River. A proactive management system is incorporated to ensure the water qulity in the process of drinking water process. The system is based on the Hazard Analysis and Critical Control Point (HACCP) which is a tool originated from the food industry in order to assess hazards and establish control systems for the safety of food product. In this paper, we analyze hazardous events which can occur in the entire water supply system using ASTR as a first step to the incorporation of HACCP to drinking water production process.

Development of a decision framework for the designing and implementation of a sustainable underground water storage system

  • Gladden, Lennox Alexander;Park, Namsik
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2015년도 학술발표회
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    • pp.244-244
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    • 2015
  • Managed Aquifer Recharge (MAR) in the form of Aquifer Storage and Recovery (ASR) systems are being applied for numerous water augmentation projects both in developed and developing countries. Given the onset of Climate Change and its influence on weather patterns and land use, it has been acknowledged the utilization of this technology will be ever increasing. This technique like all others does have its drawbacks or disadvantages, whereby to overcome these drawbacks or disadvantages it is recommended that logical planning process be followed. In this study, we developed a decision framework known as "Decision framework for the planning, designing, construction/testing and implementation of subsurface water storage system" to further standardize the planning and design process of subsurface water storage system to increase the probability of having a successful ASR/ASTR project. The formulation of this framework was based on earlier frameworks, guidelines, published papers and technical reports which were compiled into a data collection database. The database of which consider both qualitative and quantitative aspect for example recharge objectives, site location, water chemistry of the native, source and recovered water, aquifer characteristics(hydraulic conductivity, transmissivity, porosity), injection/pumping rate, ecological constraints, societal restrictions, regulatory restrictions etc. The assimilation of these factors into a singular framework will benefit the broad spectrum of stakeholder as it maps the chronological order under which ASR project should be undertaken highlighting at each stage the feasibility of the project. The final stage of which should result in fully operational ASR system. The framework was applied to two case studies and through the application of a modified ASR site selection suitability index (Brown et al., 2005) a score was derived to identify the performance of each site. A high score of which meant a maximize chance of success given the reduce presence of project constraints.

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하천수 내 생물학적 안정성에 따른 유기물 특성변화와 오존산화기반 전처리 연구 (Biological stability in the ozone and peroxone pretreatment systems in river water)

  • 박세희;노진형;박지원;맹승규
    • 상하수도학회지
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    • 제32권2호
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    • pp.159-168
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    • 2018
  • Climate change is believed to increase the amount of dissolved organic matter in surface water, as a result of the release of bulk organic matter, which make difficult to achieve a high quality of drinking water via conventional water treatment techniques. Therefore, the natural water treatment techniques, such as managed aquifer recharge (MAR), can be proposed as a alternative method to improve water quality greatly. Removal of bulk organic matter using managed aquifer recharge system is mainly achieved by biodegradation. Biodegradable dissolved organic carbon (BDOC) and assimilable organic carbon (AOC) can be used as water quality indicators for biological stability of drinking water. In this study, we compared the change of BDOC and AOC with respect to pretreatment methods (i.e., ozone or peroxone). The oxidative pretreatment can transform the recalcitrant organic matter into readily biodegradable one (i.e., BDOC and AOC). We also investigated the differences of organic matter characteristics between BDOC and AOC. We observed the decreases in dissolved organic carbon (DOC) and the tryptophan-like fluorescence intensities. Liquid chromatographic - organic carbon detection (LC-OCD) analysis also showed the reduction of the low molecular weight (LMW) fraction (15% removed, less than 500 Da), which is known to be easily biodegradable, and the biopolymers, high molecular weight fractions (66%). Therefore, BDOC consists of a broad range of organic matter characteristics with respect to molecular weight. In AOC, low molecular weight organic matter and biopolymers fraction was reduced by 11 and 6%, respectively. It confirmed that biodegradation by microorganisms as the main removal mechanism in AOC, while BDOC has biodegradation by microorganism as well as the sorption effects from the sand. $O_3$ and $O_3+H_2O_2$ were compared with respect to biological stability and dissolved organic matter characteristics. BDOC and AOC were determined to be about 1.9 times for $O_3$ and about 1.4 times for $O_3+H_2O_2$. It was confirmed that $O_3$ enhanced the biodegradability by increasing LMW dissolved organic matter.

잠재오염원을 이용한 포항지역의 광역적 지하수 오염 위험성 평가 (Assessment of Regional Groundwater Pollution Hazard using Potential Pollutant of Pohang Area)

  • 이사로;김용성;김덕근
    • 한국지리정보학회지
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    • 제9권3호
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    • pp.1-13
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    • 2006
  • 본 연구에서는 미국 EPA에서 개발된 DRASTIC 시스템을 이용하여 지하수 오염 취약성을 평가 후, 잠재오염원 자료를 이용하여 광역적인 지하수 오염 위험성을 평가하였다. 이를 위해 포항지역에 대해 지하수면의 깊이, 충진량, 대수층, 토양층, 지형경사, 수리전도도, 선구조, 잠재오염원 등 수리지질학적 자료와 현장조사를 통해 잠재오염원을 공간 데이터베이스로 구축하였다. 구축된 공간 데이터베이스를 GIS 기반으로 DRASTIC 시스템에 적용하여 광역적 지하수 오염 취약성을 평가하였으며, 지하수 오염 취약성 평가 결과와 잠재오염원의 분포를 중첩 분석하여 지하수 오염 위험성을 평가하였다. 이를 통해 지하수 오염 위험성은 대수층의 지하수 오염에 대한 취약성과 잠재오염원의 분포 정도에 따라 4가지 유형으로 분류할 수 있으며, 그 유형에 따라 적절한 지하수 수질관리의 방향을 제시할 수 있도록 하였다. 또한 그 결과는 행정구역별로 도출하여 향후 관리상의 편의를 도모할 수 있도록 하였다. 본 연구에서 도입한 지하수 오염 위험성 평가 기법은 비교적 손쉽게 기존의 지하수 오염 취약성 평가를 실제 지하수 수질관리 계획 수립 시에 활용될 수 있다.

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최소하천유출량을 고려한 지하수 개발가능량 산정방안 (A Method of Estimating the Volume of Exploitable Groundwater Considering Minimum Desirable Streamflow)

  • 정일문;이정우
    • 지질공학
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    • 제23권4호
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    • pp.375-380
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    • 2013
  • 안전채수량 개념은 지하수 양수와 함양과의 균형에 초점을 맞춘 방법으로 자연적으로 배출되는 지하수 유출량에 대해서는 고려하지 못한다. 또한 하천과 연결된 충적대수층은 물공급과 수질면에서 상호 연결되어 있기에 별도로 이해하거나 관리할 수 없다. 따라서 미국 캔자스의 일부 지역에서는 기존의 안전채수량을 재평가하여 자연 지하수 배출량과 하천-대수층 상호작용을 고려한 수정된 안전채수량 개념을 제시하였고, 기저유량의 일정부분을 포함시키기 위해 최소하천유출량(MDS) 개념을 도입하였다. 본 연구에서는 수정된 안전채수량 개념을 우리나라에 맞게 적용하기 위해 하천유출과 연계한 개발가능량 산정방법을 제시하였다. 이를 위해 유출수문곡선으로부터 기저유출량을 분리하여 유황곡선으로 표시한 후, 결정된 최소하천유출량에 해당하는 양을 누적기저유출량에서 배제함으로써 개발가능량을 결정한다. 이 방법을 SWAT-K모형을 이용하여 통합모델링이 수행된 바 있는 무심천 유역에 대해 적용한 바, 연평균 개발가능량은 약 86 mm로 산정되었고, 각 소유역별로도 하천과 연계한 지하수 개발가능량을 구할 수 있었다.