• 제목/요약/키워드: 공아

검색결과 164,717건 처리시간 0.096초

Field Applicability of Scale Prevention Technologies for Drainage Holes (배수공 내 스케일 생성 방지 기술의 현장 적용성 평가)

  • Chu, Ickchan;Lee, Jonghwi;Kim, Hyungi;Kim, Kyungmin;Chun, Byungsik
    • Journal of the Korean GEO-environmental Society
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    • 제13권9호
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    • pp.45-51
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    • 2012
  • The calcium hydroxide$(Ca(OH)_2)$ which is the cement hydrate flowed into the tunnel by groundwater is reacted with microorganism in the soil, carbon dioxide$(CO_2)$ and the vehicle's exhaust gas$(SO_3)$. So its by-products are precipitated at the drainage pipe and these cause the drainage clogging. By this phenomenon, Degradation of water flow at the drainage system of the tunnel occurred and also pore water pressure is increased. Hence the acceleration of seepage and degradation of lining is occurred. The purpose of this study is to evaluate the field applicability of the Quantum Stick and Magnetic treatment in prevention of scale deposits at the Namsan ${\bigcirc}{\bigcirc}$ tunnel and the Zone ${\bigcirc}{\bigcirc}{\bigcirc}$ of subway. These technologies were installed into drainpipes with their performance monitored through occasional site visits. SEM and XRD were also performed on scale collected from these drainpipes. As a result, in case which factor technology is applied, scale creation is remarkably decreased and especially Quantum Stick treatment performing better than Magnetic treatment. Therefore, additional application of Quantum Stick or Magnetic treatment to the existing drainage is expected to decrease the drainage clogging of the drainage.

Experimental Study on the Characteristics of Local Scour Hole Downstream of V-shaped Drop Structure Model (V자형 낙차공 모형 직하류 국부세굴공 발생특성에 관한 실험적 연구)

  • Eom, Junghyun;Han, Hyeongjun;Park, Sung Won;Ahn, Jungkyu
    • Journal of the Korea Academia-Industrial cooperation Society
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    • 제20권12호
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    • pp.8-14
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    • 2019
  • A drop structure, one of the representative river-crossing structures, is constructed to stabilize a riverbed. On the other hand, the structure interrupts the continuity of the river and causes the destruction of the hydro-ecological environment. Therefore, laboratory experiments of a natural type of drop structure with low differences were performed, and the empirical formula of a local scour hole is proposed. Four experimental flow rates were tested for various types of the drop structure models with 28 test cases. Based on the scour test, it was confirmed that the maximum scour depth occurs rather than the result of applying the previously proposed scour depth formulae. Correlation analysis of the major factors of scour hole at the downstream of the drop structure revealed a strong correlation between the upstream flow characteristics, drop structure height, and total crossing length of the drop model. In addition, the depth and length estimation formula of the maximum scour hole were proposed using the dimensionless variables and validated. In the future, it is also expected that more accurate scour prediction and calculation can be derived by conducting experimental studies and numerical analysis considering the various bed materials and flow conditions.

Detection of Inflow Permeable Zones Using Fluid Replacement Conductivity Logging in Coastal Aquifer (공내수 치환 전기전도도검층을 이용한 연안지역 대수층의 탐지)

  • Hwang, Se-Ho;Park, Yun-Seong;Shin, Je-Hyun;Park, Kwon-Gyu
    • Geophysics and Geophysical Exploration
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    • 제9권3호
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    • pp.225-230
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    • 2006
  • Fluid replacement and conductivity logging have been applied to three boreholes in coastal aquifer in order to identify permeable fractures and to estimate the origin of saline groundwater. Fluid replacement technique measures and monitors the change of borehole fluid conductivity with depth under ambient or pumping condition after replacing the original borehole fluid with different one (by pumping out original one and injecting simultaneously new one at the hole bottom). After the replacement of borehole fluid, the change of fluid conductivity can be the direct indicator of the intake flow of formation water through aquifer such as permeable fractures or porous formations. The conductivity profiles measured with times therefore indicate the locations of permeable zone or fractures within the open hole or the fully slotted casing hole. As a result of fluid conductivity logging for three boreholes at coastal area in Yeonggwang, Jeonam Province, it is interpreted that the seawater intrusion in this area is not by remnant saline groundwater after land reclamation but mainly by intrusion of saline water through fractured rock. This approach might be useful for assessing the characteristics of seawater intrusion, the design of optimal pumping, the mitigation of seawater intrusion using freshwater injection, and estimating the hydraulic characteristics in coastal aquifer.

Solubilization of Dairy Sludge using Ultrasonic Pretreatment (초음파를 이용한 유가공 슬러지의 가용화)

  • Moon, Sang Jae;Jeon, Byeong Cheol;Choi, Jin Taek;Nam, Se Yong
    • Journal of Dairy Science and Biotechnology
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    • 제35권4호
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    • pp.244-248
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    • 2017
  • The effects of ultrasonic (1.2~1.7 kJ/g TS) pretreatment on the solubilization of dairy and livestock sludge were separately evaluated to investigate the possibility of recycling dairy sludge as a potential source of organic carbon. Compared to other industrial wastewater and sewage sludge, dairy sludge has higher organic matter content and no toxic materials. The solubilization rates of dairy and livestock sludge, at a specific energy input of 1.7 kJ/g TS, were 14.5% and 10.6%, respectively. After the 90-minute ultrasonic treatment, the soluble COD (chemical oxygen demand) increased about 7.1 times that of the initial SCOD, at an increase rate of $0.022m^{-1}$. In comparison, the increase in soluble nitrogen, which was ~3.4 times that of the initial soluble nitrogen concentration, was much smaller than the increase in SCOD; thus, the C/N ratio increased from 4.0 to 8.7.

Preliminary Evaluation of Domestic Applicability of Deep Borehole Disposal System (심부시추공 처분시스템의 국내적용 가능성 예비 평가)

  • Lee, Jongyoul;Lee, Minsoo;Choi, Heuijoo;Kim, Kyungsu;Cho, Dongkeun
    • Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
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    • 제16권4호
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    • pp.491-505
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    • 2018
  • As an alternative to deep geological disposal technology, which is considered as a reference concept, the domestic applicability of deep borehole disposal technology for high level radioactive waste, including spent fuel, has been preliminarily evaluated. Usually, the environment of deep borehole disposal, at a depth of 3 to 5 km, has more stable geological and geo-hydrological conditions. For this purpose, the characteristics of rock distribution in the domestic area were analyzed and drilling and investigation technologies for deep boreholes with large diameter were evaluated. Based on the results of these analyses, design criteria and requirements for the deep borehole disposal system were reviewed, and preliminary reference concept for a deep borehole disposal system, including disposal container and sealing system meeting the criteria and requirements, was developed. Subsequently, various performance assessments, including thermal stability analysis of the system and simulation of the disposal process, were performed in a 3D graphic disposal environment. With these analysis results, the preliminary evaluation of the domestic applicability of the deep borehole disposal system was performed from various points of view. In summary, due to disposal depth and simplicity, the deep borehole disposal system should bring many safety and economic benefits. However, to reduce uncertainty and to obtain the assent of the regulatory authority, an in-situ demonstration of this technology should be carried out. The current results can be used as input to establish a national high-level radioactive waste management policy. In addition, they may be provided as basic information necessary for stakeholders interested in deep borehole disposal technology.

유업통계

  • Korea Dairy Industries Association
    • 우유
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    • 제3권4호통권11호겨울호
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    • pp.50-51
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    • 1982
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지하철 터널의 설계와 시공

  • 이인근
    • Proceedings of the Korean Geotechical Society Conference
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    • 한국지반공학회 1997년도 터널기술 Work Shop-II(정보화시대의 터널기술의 위상)
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    • pp.349-368
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    • 1997
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아치형 복개터널의 설계

  • 유건선
    • Proceedings of the Korean Geotechical Society Conference
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    • 한국지반공학회 1997년도 터널기술 Work Shop-II(정보화시대의 터널기술의 위상)
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    • pp.295-322
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    • 1997
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