• Title/Summary/Keyword: 불포화층

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Ozone-Enhanced Remediation of Diesel-Contaminated Soil (II): A Column Study (Ozone에 의한 유류오염토양 복원 연구 (II) : 토양 컬럼상에서의 오존 산화)

  • Choi, Heechul;Heechul;Lim, Hyung-Nam;Kim, Kwang-Soo
    • Journal of Korean Society of Environmental Engineers
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    • v.22 no.10
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    • pp.1825-1832
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    • 2000
  • Column experiments were conducted by using soil columns, to investigate feasibility and efficiency of in-situ ozone enhanced remediation for diesel-contaminated soil. The injection of gaseous ozone into soil column revealed the enhanced decomposition of ozone due to the catalytic reaction between ozone and metal (e.g., Fe, Mn etc.) oxides as evidenced by as much as 25 times shorter half-life of ozone in a sand packed column than in a glass beads packed column. Substantial retardation in the transport of and the consumption of ozone were observed in the diesel contaminated field soil and sand packed columns. After 16 hrs ozonation, 80% of the initial mass of diesel (as diesel range organic) concentration of $800{\pm}50mg/kg$, was removed under the conditions of the flow rate of 50mL/min and $6mg-O_3/min$. Whereas, less than 30% of diesel was removed in the case of air injection. Analysis of the residual TPH(total petroleum hydrocarbon) and selected 8 aliphatics of diesel compounds in the inlet and the outlet of the column confirmed that diesel nonselectively reacted with ozone and then shifted to lower carbon numbered molecules. Water content also was found to be an important parameter in employing ozone to the hydrocarbon-contaminated soil.

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An Evaluation of Soil-Water Characteristic Curve Model for Compacted Bentonite Considering Temperature Variation (온도 변화를 고려한 압축 벤토나이트 완충재의 함수특성곡선 모델 평가)

  • Yoon, Seok;Jeon, Jun-Seo;Go, Gyu-Hyun;Kim, Geon-Young
    • Journal of the Korean Geotechnical Society
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    • v.36 no.10
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    • pp.33-39
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    • 2020
  • A geological repository has been considered as an option for the disposal of high-level radioactive waste (HLW). The HLW is disposed in a host rock at a depth of 500~1,000 meters below the ground surface based on the concept of engineered barrier system (EBS). The EBS is composed of a disposal canister, buffer material, backfill material, and gap-filling material. The compacted bentonite buffer is very important since it can restrain the release of radionuclide and protect the canister from the inflow of ground water. The saturation of the buffer decreases because high temperature in a disposal canister is released into the surrounding buffer material, but saturation of the buffer increases because of the inflow of ground water. The unsaturated properties of the buffer are critical input parameters for the entire safety assessment of the engineered barrier system. In Korea, Gyeongju bentonite can be considered as a candidate buffer material, but there are few test results of the unsaturated properties considering temperature variation. Therefore, this paper conducted experiment of soil-water characteristic curve for the Gyeongju compacted bentonite considering temperature variation under a constant water content condition. The relative error showed approximately 2% between test results and modified van-Genuchten model values.

Fluctuation Features and Numerical Model for Underground Temperature in Shallow Subsurface Soil (천층 토양 내 지중온도 변동 특성과 수치모델 평가)

  • Jeong, Jaehoon;Kim, Gyoobum;Park, Hyoungki;Kim, Hyoungsoo;Kim, Taehyung
    • Journal of the Korean GEO-environmental Society
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    • v.16 no.5
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    • pp.35-42
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    • 2015
  • This is conducted to observe underground temperature and to analyze its change affected by climate condition and soil infiltration in the mountainous area, Yesan region, Chungcheong-namdo province. Additionally, underground temperature change is also simulated using air temperature and soil thermal properties with a numerical model. Soil temperature monitoring data acquired from each depth, 20 cm, 50 cm, and 100 cm, indicates that the data within 50 cm in depth shows peak-shaped big fluctuation directly affected by air temperature and it at 100 cm has open-shaped small fluctuation. Underground temperature variation, a difference between high and low values, during monitoring period is weakly proportional to hydraulic conductivity of the sediment and it is assumed that water plays a part in delivering air temperature in soil. The underground temperature estimated by a numerical model is very similar to the observed data with an average value of 0.99 cross-correlation coefficient. From the result of this study, the aquifer unsaturated hydraulic conductivity of the soil and the groundwater recharge is likely to be able to estimate with underground temperature profile calculated using a numerical model.

Geophysical well logs in basaltic area, Jeju Island (제주 현무암 지역의 용암분출에 따른 물리검층 반응의 특성 고찰)

  • Hwang Seho;Shim Jehyun;Park Inhwa;Choi Sun Young;Park Ki Hwa;Koh Gi Won
    • 한국지구물리탐사학회:학술대회논문집
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    • 2005.09a
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    • pp.55-71
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    • 2005
  • Jeju Island is mainly composed of basaltic lava flows and subordinate amounts of volcaniclastic sedimentary rocks. Jeju Province operates the monitoring wells for seawater intrusion problems around Jeju Island to evaluate of groundwater resources in coastal area. Various surveys and monitoring have been performed in boreholes, and also conventional geophysical well loggings conducted to identify basalt sequences and assess seawater intrusion problems. Various conventional geophysical well logs, including radioactive logs, electrical log, caliper log, and temperature and conductivity log and heat-pulse flowmeter log were obtained in 29 boreholes. The results of geophysical well loggings for saturated rocks are interesting and consistent. Natural gamma logs are useful in basalt sequences to sedimentary interbeds, unconsolidated U formation, and seoguipo formation with higher natural gamma log regardless of saturated or unsaturated basalts. Neutron logs are very effective to discriminate among individual lava flows, flow breaks, and sedimentary interbeds in saturated formation. In hyalocastite, porosity is high and resistivity is low, and we think that hyalocastite is a major pathway of fluid flow. In trachybasalt, porosity has a wide range and resistivity is high. In sedimentary interbeds, unconsolidated U formation and seoguipo formation, porosity is high and resistivity is low. The temperature logs in eastern area in Jeju are useful to interpret the hydrogeological unit and evaluate seawater intrusion in Suan area.

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Optimization of the Conditions for the O/W Emulsion Containing ${\omega}3$ Polyunsaturated Fatty Acid (${\omega}3$계 고도불포화지방산을 함유한 고안정성 수중유적형 유화계의 확립)

  • Chang, Pahn-Shick;Cho, Gye-Bong
    • Korean Journal of Food Science and Technology
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    • v.30 no.5
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    • pp.1114-1119
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    • 1998
  • The stabilities of O/W emulsions (lipophilic core material:lipophobic wall material=3:2, w/w) containing various kinds of emulsifiers were compared to determine the optimal conditions of the HLB (hydrophilic lipophilic balance) value, the concentration and composition of emulsifier, the ratio of core material to the wall material, and the concentration and composition of polymers in the wall material. The effect of different chemical types of emulsifiers and the influence of single vs. binary emulsifier systems were compared with 13 kinds of emulsifier HLB values of $0.6{\sim}16.7$ at the concentration of 0.50%(w/w). The emulsion system was stable (more than 99.0 of ESI value) when the HLB value of the emulsifier was more than 11.0 or less than 2.8 of emulsifier HLB value. But it was unstable (less than 40.0 of ESI value) at the HLB value of the emulsifier between 3.4 and 8.6. Especially, we could find out the emulsion containing the emulsifier of polyglycerol polyricinoleate (PGPR, HLB 0.6) became stable creamy state. And, the ESI value of binary emulsifier system containing 0.25%(w/w) of PGPR and 0.25%(w/w) of polyoxyethylene sorbitan monolaurate (PSML, HLB 16.7) was higher than that of any single emulsifier system at the concentration of 0.50%(w/w). The highest emulsion stability was obtained in the liquefied wall material composed of 0.25%(w/v) of waxy corn starch and 0.50%(w/v) of agar.

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Properties on the Strength of Polymer Concrete Using Nano MMT-UP Composite (나노 MMT-폴리머 복합체를 이용한 폴리머 콘크리트의 강도 특성)

  • Jo, Byung-Wan;Moon, Rin-Gon;Park, Seung-Kook
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.26 no.4A
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    • pp.761-766
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    • 2006
  • Polymer composite are increasingly considered as structural components for use in civil engineering, on account of their enhanced strength-to-weight ratios. Unsaturated polyester (UP) resin have been widely used for the matrix of composites such as FRP and polymer composite, due to its excellent adhesive. Polymer nanocomposites are new class of composites derived from the nano scale inorganic particles with dimensions typically in the range of 1 to 1000 nm that are dispersed in the polymer matrix homogeneously. Owing to the high aspect ratio of the fillers, mechanical, thermal, flame, retardant and barrier properties are enhanced without significant loss of clarity, toughness or impact strength. To prepare the MMT (Montmorillonite)-UP exfoliated nanocomposites, UP was mixed with MMT at $60^{\circ}C$ for 3 hours by using pan mixer. XRD (X-ray diffraction) pattern of the composites and TEM (Transmission Electron Micrographs) showed that the interlayer spacing of the modified MMT were exfoliated in polymer matrix. The mechanical properties also supported these findings, since in general, tensile strength, modulus with modified MMT were higher than those of the composites with unmodified MMT. The thermal stability of MMT-UP nanocomposite is better than that of pure UP, and its glass transition temperature is higher than that of pure UP. The polymer concrete made with MMT-UP nanocomposite has better mechanical properties than of pure UP. Therefore, it is suggested that strength and elastic modulus of polymer concrete was found to be positively tensile strength and tensile modulus of the MMT-UP nanocomposites.

Feasibility Study of Slug Test in Unsaturated Mine Tailings Pile of the Imgi Abandoned Mine in Busan (부산임기광산 폐석적치장에서의 순간충격시험 적용성 연구)

  • Park, Hak-Yun;Ju, Jeong-Woung;Cheong, Young-Wook;Yeo, In-Wook
    • Journal of Soil and Groundwater Environment
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    • v.12 no.3
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    • pp.10-16
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    • 2007
  • The slug test by adding water to well and measuring falling head was conducted to investigate the hydrogeological property of unsaturated or partially saturated mine tailings in the Imgi abandoned mine in Busan. In case that wells were installed with a full screen through two layers with different hydraulic properties, Bouwer and Rice method was useful to estimate the hydraulic conductivity and the depth of mine tailings. In particular, when groundwater dried out in the dry season, the slug test performed by adding water into well to form artificial water table and then conducting falling head test produced the reasonable hydraulic conductivity values. The slug test using falling head test can be an alternative to investigate the hydrogeological property of abandoned mine tailings.

Seepage Behavior by Artificial Rainfall in Weathered Granite Model Slope (화강풍화토 모형사면의 인공강우 침투거동 해석)

  • Lee, Kumsung;Han, Heuisoo;Chang, Donghun;Yoon, Donggu
    • Journal of the Korean GEO-environmental Society
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    • v.14 no.12
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    • pp.5-12
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    • 2013
  • In this study, weathered granite model tests were performed to investigate the variation of volumetric water content and matric suction by the adsorption and desorption processes of artificial rainfall. It has been compared with numerical analysis in unsaturated condition. As the results, the behaviors of volumetric water content and matric suction were distinguished by the seepage distance separated into higher, middle and lower area, and the drainage layer located at the bottom of the experimental device. In the adsorption process, the instantaneously large change of matric suction and water content were related to the increase of permeability in soil. However, in the desorption process, the change of matric suction and water content were gradually small because of the decrease of permeability. The volumetric water content and matric suction showed the difference according to the seepage distance, however the typical characteristic curves were made by the adsorption and desorption processes.

Infiltration Characteristics of Tracer Wetting Front through Effective Pores of Unsaturated Soil (불포화토 유효공극 내 추적자 침윤선 거동 특성 평가)

  • Kim, Man-Il;Nishigaki, Makoto
    • The Journal of Engineering Geology
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    • v.17 no.1 s.50
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    • pp.41-47
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    • 2007
  • Geotechnical Phenomena such as landslide, groundwater recharge and groundwater fluctuation due to rainfall can be explain to use a dielectric response and infiltration variation by the movement of a wetting front in the subsurface. The infiltration of a wetting front is infiltrating to the connected pores which are distributed in unsaturated soil. In this study we carried out to laboratory experiment of a vertical infiltration column test using ethanol mix-ing tracer which has same the specific gravity of water. All physical values are detected to use a variation of dielectric constant and calculated to use a dielectric mixing model and tracer test model. This dielectric method measured by each dielectric constant of geological soil porous materials should be of for the geotechnical information and useful a field monitoring technique for detecting the variations of the volumetric water content and the wetting front, which are insignificant the key parameter to understanding the landslide by rainfall.

Characteristics of the Ancient Tombs and Application to Cover Design of a Near-surface Disposal Facility : Literature Survey (삼국시대고분의봉분특징과천층처분시설처분덮개에활용: 고분의발굴문헌을중심으로)

  • Park Jin-Beak;Lee Ji-Hoon;Park Joo-Wan;Kim Chang-Lak;Yang Si-Eun;Lee Sun-Bok
    • Proceedings of the Korean Radioactive Waste Society Conference
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    • 2005.06a
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    • pp.221-230
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    • 2005
  • To support the design concept and performance evaluation of the cover system for low- and intermediate-level radioactive waste(LILW) disposal facility, the pioneering study is conducted with the tomb of historical age. Research status of the art are followed and the characteristics of tomb cover are summarized based on the preservation of historical remains. Visiting the excavation site of historical tomb and communication with Korean archeological society is required for the further understanding and for the extension of radioactive waste disposal research.

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