• Title/Summary/Keyword: inflow & outflow permeability

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The characteristics of radial consolidation & permeability on the inflow & outflow condition (내.외향류 방사형 압밀/투수 특성에 관한 연구)

  • 천홍래;김지용;김수삼
    • Proceedings of the Korean Geotechical Society Conference
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    • 1999.10a
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    • pp.109-116
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    • 1999
  • This study is to make clear for the characteristics of radial drainage consolidation/permeability At the result of the radial drainage consolidation / permeability test, the permeability of outflow drainage condition is higher than Inflow drainage condition and the time for the end of consolidation, outflow drainage condition is shorter than inflow drainage condition. So drainage area ratio test and control of hydraulic gradient test are carry out to analysis this result. Finally, compared with the characteristics on the condition of inflow and outflow permeability and consolidation.

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Application of a geophysical well log technique for determining permeability in borehole

  • Kim Y.;Park J.
    • 한국지구물리탐사학회:학술대회논문집
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    • 2003.11a
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    • pp.432-436
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    • 2003
  • Geophysical well logging techniques which are useful for delineating permeability of geological formation have been reviewed. A new technique for obtaining permeability using conductivity log technique has been discussed. This conductivity logging technique has been tested by monitoring the conductivity change within the model hole using borehole environment water and incoming-outgoing water of different salinity with constant flow rate by maintaining balance between inflow and outflow. Conductivity variation features depended mainly on flow rate, density contrasts due to salinity and temperature contrasts between fluid within the hole and incoming-outgoing fluid. The results of the experiment show uniform change of fluid conductivity within bore hole with time, and a fairly good correlation between the flow rate and the conductivity change rate. This conductivity logging technique is expected to be an efficient tool for determining permeability.

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Analysis of Hydro-Mechanical Coupling Behavior Considering Excavation Damaged Zone in HLW Repository (고준위방사성폐기물 처분장에서의 굴착손상대를 고려한 수리-역학적 복합거동 해석)

  • Jeewon Lee;Minju Kim;Sangki Kwon
    • Explosives and Blasting
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    • v.41 no.3
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    • pp.38-61
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    • 2023
  • An Excavation Damaged Zone(EDZ) caused by blasting impact changes rock properties, in situ stress distribution, etc., and its effects are noticeable at around a radioactive waste repository located at deep underground. In particular, the increase in permeability due to the formation of cracks may significantly increase the amount of groundwater inflow and the possibility of radioactive nuclide outflow. In this study, FLAC2D and FLAC3D were used to analyze the mechanical and thermal behaviors for three categories: a)No EDZ, b)Uniform EDZ, and c)Random EDZ. It was found that the tunnel displacement in the Random EDZ case was 423% higher than that in the No EDZ case and was 16% higher than that in the Uniform EDZ case. Tunnel inflow in the Random EDZ was also 17.3% and 10.8% higher than that in the No EDZ and the Uniform EDZ case, respectively. The permeability around the tunnel was increased by up to 10 times in the corner of the tunnel wall and roof due to the stress redistribution after excavation. From the computer simulation, it was found that the permeability around the tunnel wall was partially increased but the overall tunnel inflow was decreased with increase of stress ratio. Mechanical analysis using FLAC 3D showed similar results. Slight difference between 2D and 3D could be explained with the development of plastic zone during the advance of tunnel excavation in 3D.

Water Purification Properties of Porous Zeolite Concrete (다공성 제올라이트 콘크리트의 수질정화 특성)

  • Choi, Min Ji;Sung, Nack Kook;Park, Sung Jae;Lee, Jung Ah;Yun, Hong Su;Hong, In Kwon
    • Applied Chemistry for Engineering
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    • v.22 no.3
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    • pp.332-335
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    • 2011
  • As our interests in eco-friendly materials have been significantly increased, the utilization of porous zeolite concrete that has structural functionality and permeability has been increased. In this paper, the mixture of porous concrete and zeolite, which can be used as multirole boulders, was investigated for the suitability of an environment-friendly product by evaluating of the water purification ability. The contamination removal rates of BOD, TOC, T-N, and T-P in stagnant water tank were 70.6, 67.0, 57.7, and 50.6%, respectively. Also for the non-point source pollution with the inflow and the outflow, the removal rates of Zn, Pb, BOD, and COD were 99.9, 90.0, 69.2, and 33.5%, respectively. The performance of the heavy metal contamination removal for the porous zeolite showed better than that of stagnant system. Therefore, it is expected that the installation of the porous zeolite concrete can play a role as an eco-friendly products by its high contamination removal.