• 제목/요약/키워드: long-term continuous flow test

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유용미생물을 이용한 포러스 콘크리트의 장기간 연속흐름 실험을 통한 수질정화 효과 검토 (Investigation on Water Purification Effect Through Long-Term Continuous Flow Test of Porous Concrete Using Effective Microorganisms)

  • 박준석;김봉균;김우석;서대석;김화중
    • 콘크리트학회논문집
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    • 제26권2호
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    • pp.219-227
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    • 2014
  • 이 연구는 생물의 서식기반 제공 효과가 있는 다공질의 부석 및 포러스 콘크리트와 대사 작용 및 항산화작용에 의해 유기 오염물질을 분해시켜 오염된 하천수의 수질정화 효과가 있는 유용미생물을 동시에 이용하여 장기간 연속흐름시험을 통한 수질정화 특성을 검토하고자 하였다. 특히 기존의 미생물 탈리 등의 문제점을 해결하기 위하여 이 연구에서는 16S rDNA 염기서열 분석법에 의해 동정된 유용 미생물을 포러스 콘크리트 제조과정에서 각 단계별로 3차 처리하였으며, 최적의 연속흐름 실험을 위한 농도 및 체류시간별에 따른 기초실험을 통하여 운전조건을 검토하였다. 실험 결과 유용미생물을 적용한 포러스 콘크리트는 수질 및 생물에 대한 독성이 없는 것으로 나타났다. 그리고 일반 포러스 콘크리트 보다 유용미생물을 적용한 포러스 콘크리트가 우수한 제거효율을 나타내었으며, 150일 이상 큰 변화를 나타내지 않아 장기간 운전이 가능할 것으로 판단된다. 이와 같이 유용미생물을 적용한 포러스 콘크리트의 장기간 연속흐름 실험으로 오염물질 처리성능에 대한 검토를 통하여 오염된 수질을 향상시킬 수 있을 것이라고 판단되며, 실험과정 중 나타난 문제점들이 보완된다면 하천에 적용하여 유입되는 비점오염원을 저감시킬 수 있을 것으로 기대된다.

댐 제체 및 침투수 흐름의 지열학적 고찰 (A Study on Geothermal Characteristics of Dam Body and Seepage Flow)

  • 박동순;정우성;김형수
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.75-85
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    • 2006
  • In recent geotechnical engineering, geothermal approach has been on the horizon to deal with geoenvironmental issues, freezing and thawing problems, and seepage phenomenon in dams and embankments. In this study, geothermal characteristic through inner body of dams and its influence on the seepage flow were experimented by lab test and field instrumentation. Also, one of up-to-date temperature monitoring technique, called as multi-channel thermal line sensing, was evaluated its availability. As a result of lab test, it is found that the seepage flow has influence on the geothermal characteristic and a potential of finding phreatic line and seepage fluctuation could be possible by continuous temperature monitoring using thermal line sensing skills. These kine of geothermal information could be available to the modelling of water geo-structure interaction. Out of short-term field tests, clear water table and temperature distribution of a dam were easily found through temperature monitoring in holes located near a reservoir and holes within a depth of constant temperature layer. However, it is also found that the geothermal flow and finding seepage line could not be easily understandable through multi-channel temperature monitoring because of the existence of constant temperature field, thermal conductivity of soils and rocks, and unsaturated characteristics of geo-material. In this case, long-term geothermal monitoring is recommended to find sudden fluctuation of seepage line and amount of leakage.

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Utilization of Element-doping Titania-impregnated Granular Activated Carbon in a Plug-flow System for Removal of BTEX

  • Jo, Wan-Kuen;Shin, Seung-Ho;Hwang, Eun-Song;Yang, Sung-Bong
    • Asian Journal of Atmospheric Environment
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    • 제4권3호
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    • pp.177-188
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    • 2010
  • The use of an activated carbon (AC) system alone has the limitation that the pollutants are not eliminated but only transferred to another phase with the consumed AC becoming hazardous waste itself. Therefore, the present study investigated the feasibility of using a combined system of granular AC (GAC) with S-doped visible-light-induced $TiO_2$ (GAC/S-doped $TiO_2$) to clean monocyclic aromatic hydrocarbons (MAHs) with concentrations at $\leq$ 3 mg $m^{-3}$, using a continuous air-flow reactor. This study conducted three different experiments: an adsorption test of pure GAC and GAC/S-doped $TiO_2$; a long-term adsorptional photocatalytic (AP) activity test of GAC/S-doped $TiO_2$; and an AP activity test of GAC/S-doped $TiO_2$ under different conditions. For the AP activity test, three parameters were evaluated: various weights of GAC/S-doped $TiO_2$ (0.9, 4.4, and 8.9 g); various flow rates (FRs) (0.5, 1 and 2 L $min^{-1}$); and various input concentrations (ICs) of the target MAHs (0.1, 1, 2 and 3 mg $m^{-3}$). The adsorption efficiencies were similar for the pure GAC and GAC/S-doped $TiO_2$ reactors, suggesting that S-doped $TiO_2$ particles on GAC surfaces do not significantly interfere with the adsorption capacity of GAC. Benzene exhibited a clear AP activity, whereas no other target MAHs did. In most cases, the AP efficiencies for the target MAHs did not significantly vary with an increase in weight, thereby suggesting that, under the weight range tested in this study, the weights or FRs are not important parameters for AP efficiency. However, ICs did influence the AP efficiencies.

산지 소유역의 홍수유출 예측을 위한 모의발생 수문모형의 개발 (Development of Hydrologic Simulation Model to Predict Flood Runoff in a Small Mountaineous Watershed)

  • 권순국;고덕구
    • 한국농공학회지
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    • 제30권3호
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    • pp.58-68
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    • 1988
  • Most of the Korean watersheds are mountaineous and consist of various soil types and land uses And seldom watersheds are found to have long term hydrologic records. The SNUA, a hydrologic watershed model was developed to meet the unique characteristics of Korean watershed and simulate the storm hydrographs from a small mountaineous watershed. Also the applicability of the model was tested by comparing the simulated storm hydrographs and the observed from Dochuk watershed, Gwangjugun, Kyunggido The conclusions obtained in this study could be summarized as follows ; 1. The model includes the simulation of interception, evaporation and infiltration for land surface hydrologic cycle on the single storm basis and the flow routing features for both overland and channel systems. 2. Net rainfall is estimated from the continuous computation of water balance at the surface of interception storage accounting for the rainfall intensities and the evaporation losses at each time step. 3. Excess rainfall is calculated by the abstraction of infiltration loss estimated by the Green and Ainpt Model from the net rainfall. 4. A momentum equation in the form of kinematic wave representation is solved by the finite differential method to obtain the runoff rate at the exit of the watershed. 5. The developed SNUA Model is a type of distributed and event model that considers the spatial distribution of the watershed parameters and simulates the hydrograph on a single storm basis. 6. The results of verification test show that the simulated peak flows agree with the observed in the occurence time but have relative enors in the range of 5.4-40.6% in various flow rates and also show that the simulated total runoff have 6.9-32% of relative errors against the observed. 7. To improve the applicability of the model, it was thought that more studies like the application test to the other watersheds of various types or the addition of the other hydrologk components describing subsurface storages are needed.

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