• 제목/요약/키워드: Groundwater system

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하이브리드 Funnel and Gate 지하수 흐름제어를 통한 반응벽체 설치 연구 (A Study on the Installation Method of PRB by Controlling Groundwater Flow in Hybrid Funnel and Gate)

  • 김태영;천정용;이명재;차용훈;신선호;장명도;김정우
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제28권3호
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    • pp.1-11
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    • 2023
  • Permeable reactive barrier (PRB) is a prominent in-situ remedial option for cleanup of contaminated groundwater and has been gaining increasing popularity in recent years. Funnel-and-gate systems, comprised of two side wings of impermeable walls and a central gate wall, are frequently implemented in many sites, but often suffers from bypassing of groundwater due to the progressive clogging of the gate wall over extended period of time. This study investigated technical feasibility of a hybrid funnel-and-gate system designed to address the flow deterioration in the gate wall. The key attribute of the proposed hybrid system is the operation of drainage units at the barrier walls and rear end of the gate wall. A conceptual modeling with MODFLOW indicated the groundwater inside the barrier was maintained at appropriate level to be guided toward the gate wall, yielding constant discharging of groundwater from the gate.

폐탄광 부근 지하수의 오염에 관한 연구

  • 지상우;고주인;유상희;전용원;김선준
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2003년도 총회 및 춘계학술발표회
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    • pp.90-93
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    • 2003
  • Sampling of waters from each stage of treatment system, SAPS (Successive Alkalinity Producing System), and spring water near the Hanchang coal mine of Kangwon. Province were carried out periodically and analyzed to evaluate the source and possible path of groundwater contamination by acid mine drainage(AMD). Chemical and sulfur isotope compositions showed that spring water was affected by seepage from mine tailings, and seepage of stonewall, a part of treatment system, was affected by both seepage from mine tailings and mine adit drainage. Through the treatment system no appreciable decrease of sulfur content was identified. And almost similar sulfur isotope compositions of water from each stage of the treatment system may suggest incomplete or very poor sulfate reduction by sulfate reducing bacteria.

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무순(Raphanus sativus L.)의 제거능 계산에 의한 뿌리여과법의 우라늄 제거 가능성 평가 (Evaluation of Rhizofiltration for Uranium Removal with Calculation of the Removal Capacity of Raphanus sativus L.)

  • 한이경;이민희
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제20권7호
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    • pp.43-52
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    • 2015
  • The uranium removal capacity of radish sprouts (Raphanus sativus L.) in groundwater was calculated on the basis of the amount of uranium accumulated in the radish sprouts rather than the concentration in solution, of which process was very limited in previous studies. Continuous rhizofiltration clean-up system was designed to investigate the feasibility of radish sprouts, applying for uranium contaminated groundwater (U concentration: 110 μg/L) taken at Bugogdong, Busan. Six acrylic boxes (10 cm × 30 cm × 10 cm) were connected in a direct series for the continuous rhizofiltration system and 200 g of radish sprouts cultivars was placed in each box. The groundwater was flushed through the system for 48 hours at the constant rate of 5 mL/min. The rhizofiltration system was operated in the phytotron, of which conditions were at 25℃ temperature, 70% of relative humidity, 4,000 Lux illumination (16 hours/day) and 600 mg/L of CO2 concentration. While 14.4 L of contaminated groundwater was treated, the uranium removal efficiency of the radish sprouts (1,200 g in wet weight) was 77.2% and their removal capacities ranged at 152.1 μg/g-239.7 μg/g (the average: 210.8 μg/g), suggesting that the radish sprouts belong to the group of hyper-accumulation species. After the experiment, the sum of U amounts accumulated in radish sprouts and remained in groundwater was 1,472.2 μg and the uranium recovery ratio of this rhizofiltration experiment was 92.9%. From the results, it was investigated that the radish sprouts can remove large amounts of uranium from contaminated groundwater in a short time (few days) because the fast growth rate and the high U accumulation adsorption capacity.

Groundwater use management using existing wells to cope with drought

  • Amos, Agossou;Yang, Jeong-Seok
    • 한국수자원학회:학술대회논문집
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    • 한국수자원학회 2022년도 학술발표회
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    • pp.450-450
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    • 2022
  • The study aims to develop scenarios for efficient groundwater use using existing wells in order to prepare for an eventual drought. In the recent decades, droughts are not only intensifying, but they are also spreading into territories where droughts used to be less intense and relatively infrequent. With the increasing disaster, efficient groundwater use is urgently needed not only to prevent the problem of groundwater depletion but also drought risk reduction. Thus, the research addressed the problem of efficient aquifer use as source of water during drought and emergencies. The research focused on well network system applied to Yanggok-ri in Korea using simulation models in visual MODFLOW. The approach consists to variate groundwater pumping rate in the most important wells used for irrigation across the study area and evaluate the pumping effect on water level fluctuation. From the evaluation, the pumping period, appropriate pumping rate of each well and the most vulnerable wells are determined for a better groundwater management. The project results divide the study area into two different regions (A and B), where the wells in the region A (western part of the region) show a crucial drop in water level from May to early July and in august as consequence of water pumping. While wells in region B are also showing a drawdown in groundwater level but relatively less compare to region A. The project suggests a scenarios of wells which should operate considering water demand, groundwater level depletion and daily pumping rate. Well Network System in relevant project, by pumping in another well where water is more abundant and keep the fixed storage in region A, is a measure to improve preparedness to reduce eventual disaster. The improving preparedness measure from the project, indicates its implication to better groundwater management.

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대규모 노천 석탄광산의 사면 안정화를 위한 지하수 유동 체계 분석 (Field Tests and Analysis of Groundwater System for Stabilization of Slope in Large Open-Pit Coal Mine)

  • 류동우;김형목;오준호;선우춘;정용복
    • 터널과지하공간
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    • 제19권3호
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    • pp.248-260
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    • 2009
  • 직접 개발 형식의 해외자원개발과 관련하여 단순 자본 투자에서 직접 개발로 변화하고 있다. 대규모 노천 석탄광산에서의 사면 안정성과 관련하여 지하수 유동 체계 분석과 사면 보강공으로서의 수평 배수공 타당성을 인도네시아 Pasir 탄광을 대상으로 검토하였다. 본 연구에서는 지하수 체계를 특징짓기 위해 지하수 수위 분석, 현장 투수 시험, 추적자 실험 등 다양한 현장 실험 및 계측을 수행하였다. 특히, 중부 지역의 상부에 위치한 SM강과의 연계성을 분석에 중점을 두었다. Guelph 투수계수를 활용하여 투수계수를 측정하였으며, 사암이 이암이나 탄층보다 투수성이 매우 높은 것으로 나타났다. 지하수 수위 분석 결과 사암층과 협재되어 많은 균열을 포함한 얇은 탄층이 주된 지하수 유동 경로 역할을 히는 것으로 나타났다. 추적자 시험 결과 SM강이 인근 지하수계에 미치는 영향은 강 바닥의 지층구조에 따라 다른 것으로 파악되었다. 수평 배수공의 효과를 파악하기 위한 2차원 지하수 유동 해석 결과는 폭이 좁은 탄층이 협재되어 있는 지층과 사암층이 주된 지하수 유동 경로이며, 충분한 심도로 수평 배수공 시공시 사면 안정화에 효과가 있는 것으로 파악되었다. 따라서 수평 배수공의 시공 위치와 시공 심도의 결정을 위해서는 지층 구조의 파악이 선행되어야 한다.

DRASTIC을 이용한 지하수 오염 가능성 분석 및 그래픽 사용자 인터페이스 개발연구 (Analysis of Groundwater Pollution Potential and Development of Graphic User Interface using DRASTIC System)

  • 민경덕;이영훈;이사로;김윤종;한정상
    • 대한지하수환경학회지
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    • 제3권2호
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    • pp.101-109
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    • 1996
  • 본 연구에서 사용한 DRASTIC 시스템은 미국 EPA에서 개발한 것으로, 수리지질학적 인자를 사용하여 상대적인 지하수 오염 가능성을 분석하는데 널리 이용된다. 또한 정호 및 매립지 위치 선정과 지하수 보호책으로의 토지이용 기초자료, 감시 목적과 오염지역 복원시 자금을 효율적으로 할당하는데 유용하게 이용될 수 있다. 본 연구는 이러한 시스템을 이용하여 충주호 주변의 지하수 오염 가능성을 분석한 것이다. 이번 연구에서는 지하수면의 깊이, 함양도, 대수층과 토양의 구성성분, 지형과 수리전도도의 수리지질학적 인자를 사용하였다. 보다 정밀한 분석을 위해 원격탐사자료에서 끌어낸 선구조를 DRASTIC 시스템에 이용하였다. 본 연구에서는 지구정보시스템(GIS)과 그래픽 사용자 인터페이스를 개발 연구하여 지하수 오염 가능성과 위험도를 지도화하여 쉽고 빠르게 이해할 수 있도록 하였다.

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다층-대수층 시스템의 지하수 해석 (An Analysis of Groundwater Flow in the Multi-aquifer System)

  • 김민환;전일권;정재성
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제7권4호
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    • pp.10-16
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    • 2002
  • 본 연구의 목적은 누수대수층으로 분리된 다층-대수층에 대한 지하수 해석이다. Crank-Nicolson방법에 의한 유한차분법을 적용하여 1차원이며 정상상태인 2중 대수층 구조에 대해 해석해와 비교하였다. 수치해와 해석해는 거의 일치하였으므로 수치해를 2차원의 확장된 다층-대수층 구조에 적용하였다. 이는 한 개 또는 여러 개의 대수층에서 양수하는 경우에 각 대수층에서의 수두값을 계산할 수 있게 하였다. 본 연구는 지하수의 효율적인 운영에 도움이 될 것이다.

염소계 화합물(TCE, PCE)로 오염된 토양 및 지하수 처리를 위한 실용적 고도산화처리시스템 개발 (II) (Development of Practical Advanced Oxidation Treatment System for Decontamination of Soil and Groundwater Contaminated with Chlorinated Solvents (TCE, PCE): Phase II)

  • 김상익;손석규;공성호
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제15권2호
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    • pp.10-17
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    • 2010
  • Advanced oxidation processes (AOPs) have advantages to reduce the processing time and mineralize contaminants dissolved in groundwater. Recently, remediation techniques for organic contamination in groundwater have been studied, and technology using $UV/H_2O_2$ is generally accepted as one of the most powerful and reliable alternative for the remediation of groundwater contamination. In this study, $UV/H_2O_2$ technology, which generates hydroxyl radical ($\cdot$ OH) as known for strong non-selective oxidant, was used to degrade chlorinated solvents (TCE and PCE), and it was expanded to apply continuous stirred tank reactor (CSTR) system (i.e. combinations of three CSTR). The tested parameters for CSTR system were retention time and groundwater/$H_2O_2$ injection volume ratio. To find optimum parameters for CSTR system, various retention time (6 min ~ 90 min) and groundwater/$H_2O_2$ injection volume ratio (5/1 ~ 119/1) were tested. Other conditions for CSTR were adapted from the batch test results, which concentration of $H_2O_2$ and UV dose were 29.4 mM (0.1%) and 4.3 kWh/L, respectively. Based on the experimental results, the optimum parameters for CSTR system were 20 min for retention time and 119/1 for groundwater/$H_2O_2$ injection volume ratio. Applying these optimum conditions, chlorinated solvents (TCE and PCE) were removed at 99.9% and 99.6%. Moreover, the effluent concentrations of TCE and PCE are 0.036 mg/L and 0.087 mg/L, respectively, which are satisfied the regulatory level (TCE 0.3 mg/L, PCE 0.1 mg/L). Consequently, the CSTR system using $UV/H_2O_2$ technology can achieve high removal efficiency in the event of treatment of groundwater contaminated by chlorinated solvents (TCE and PCE).

Permeable Reactive Barrier Using Atomizing Slag Material for Waste Contaminant Management

  • Chung Ha-Ik;Kim Sang-Keun;Chang Won-Seok
    • 한국지하수토양환경학회:학술대회논문집
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    • 한국지하수토양환경학회 2005년도 INTERNATIONAL SYMPOSIUM ON SOIL & GROUNDWATER ENVIRONMENT
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    • pp.122-122
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    • 2005
  • The remediation for contaminated soil and groundwater in contaminated site and waste site has to be compact and economic in maintaining and operating the system. In this study, the atomized slag was tested if they are an effective reactive material in permeable reactive barrier This novel reactive system technology was applied to the treatment of leachate from unplanned waste landfill. The system was optimized and developed to be commercialized.

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지하수 인공함양시스템의 생물학적 평가를 위한 생물막 형성 조건 및 형성도 분석 방법에 관한 기초연구 (Basic Study on Conditions and Analytical Methods of Biofilm Formation for the Bioassessment of Artificial Groundwater Recharge System)

  • 공인철;이소라;하규철;고경석
    • 한국지하수토양환경학회지:지하수토양환경
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    • 제20권4호
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    • pp.22-30
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    • 2015
  • For the preliminary investigations of the bioclogging on groundwater artificial recharge system, studies for conditions and analytical methods of biofilm formation on sediments were performed. Based on the tested results, following conditions were determined for biofilm formation on batch process: optimum period for biofilm formation (30 days), the proper inoculating water (pond water), medium (minimum salt medium with 0.1% yeast extract). Procedures for the measurement of ATP and DHA were also determined. Biomass extract was used for ATP measurement, while sediment itself for DHA. Effects of metals on the biofilm formation were investigated under the determined conditions. Different sensitivities and orders were found depending on tested metals and measurement methods. In general, biomass measurement by ATP and viable cell count showed higher sensitivity than that of DHA. Following toxicity orders were also appeared for ATP and viable cell: Cu ≈ Cd > As(III).