• Title/Summary/Keyword: 차단계수

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Applicability of CGS for Remediation and Reinforcement of Damaged Earth Dam Core (손상된 흙댐 코어의 보수.보강을 위한 CGS 공법의 적용성)

  • 천병식;최중근
    • Journal of the Korean Geotechnical Society
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    • v.19 no.6
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    • pp.325-334
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    • 2003
  • It is very difficult to rehabilitate the damaged earth dam core to manage it stably against development of flow path and increase of leakage by hydraulic fracture. In this study, application of CGS (Compaction Grouting System) to damaged earth dam core was noticed by analyzing and comparing the results of the in-situ data and FEM. Results of in-situ data showed that according as progress of rehabilitation works tip pressures increased and volume of injection decreased, voids of damaged dam core were filled with materials similar to origin dam core. Rehabilitations caused turbidity and volume of leakage to decrease at the same water level. Also, results of FEM analysis indicated that permeability decreased by rehabilitation. Through this study, it is proved that CGS is able to decrease permeability coefficient, volume of leakage and turbidity on damaged earth dam core.

Evaluation of Train Running Safety During Construction of Temporary Bridge on Existing Railway (기존선에서 가설교량 시공에 따른 열차의 주행안전성 평가)

  • Eum, Ki-Young;Bae, Jae-Hyoung;Choi, Chan-Yong
    • Journal of the Korean Society for Railway
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    • v.14 no.3
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    • pp.234-239
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    • 2011
  • Installing the temporary bridge after excavating the railway requires installing movable cross beam, but as it doesn't requires isolating the catenary or cutting the rail, it's applicable to double-track with frequent operation. In this study, a displacement meter was placed on temporary bridge to monitor the displacement pattern in curve section (R400) completed using temporary bridge method, and wheel load, lateral pressure and derailment coefficient were measured to evaluate the load imposed on track and the stability in curve section (R400) for quantitative evaluation of training running safety. As a result of the measurement, when trains passing over a temporary bridge, the maximum value of Wheel load and Lateral Force is analyzed as the 51% and 81% of standard level according to foreign country's performance tests, There is no trouble with stability analysis in Wheel load and Lateral Force occurring. Additionally, Wheel load and Lateral Force considered as the safety standard are tested 49% of limiting value regardless of trains, which the norm value quite well, there is no problem with train running.

Computational Method for Rate of Overtopping Using Time Dependent Mild-Slope Equation (시간의존 완경사방정식을 이용한 월파량 산정 방법)

  • Kwak, Moon-Su;Lee, Hong-Gyu;Park, Sung-Yoon;Pyun, Chong-Kun
    • Journal of Korean Society of Coastal and Ocean Engineers
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    • v.18 no.4
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    • pp.372-382
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    • 2006
  • Most of the conventional breakwaters impermeable breakwaters which block seawater exchange between the outside and inside of the harbors. The blocking of seawater exchange may cause pollution of water in harbors. To solve the water pollution problem, various kinds of seawater exchange breakwaters have been proposed. Their types can be classified into the current type which uses tidal current, and the overtopping type which uses the wave energy. The overtopping type breakwaters require a discharge coefficient to calculate the rate of overtopping into the harbor. The present study is to compute the rate of overtopping with introduction of a correct discharge coefficient and to evaluate the effect of the overtopping type breakwater on the water qualify inside a harbor. The rate of overtopping was computed by using Forchheimer formula with time dependent mild-slope equation for various wave conditions. The formula has been generally used to calculate the overflow discharge in steady state river flows. The discharge coefficient, which is the key parameter of the calculation, was determined by a series of hydraulic model tests. The present scheme was applied to the seawater exchange section of the western breakwater of Jeju New Harbor's and the efficiency of that section was examined. The calculated results showed that the rate of overtopping into the harbor reached about $27.5m^3/s$ in the wave condition (wave height 3.7 m, wave period 8.5s, and wave direction NNW).

Artifactual Perfusion Defects due to the Parameters of Reconstruction Filter in Tc-99m-MIBI Myocardial SPECT Images (Tc-99m-MIBI 심근 SPECT 영상에서 재구성 필터에 의한 인위적 관류결손에 관한 연구)

  • Kwark, Cheol-Eun;Lee, Kyung-Han;Lee, Dong-Soo;Park, Yong-Woo;Chung, June-Key;Lee, Myung-Chul;Seo, Joung-Don;Koh, Chang-Soon
    • The Korean Journal of Nuclear Medicine
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    • v.29 no.1
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    • pp.41-47
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    • 1995
  • Tc-99m-MIBI(Sestamibi) myocardial SPECT along with T1-201 tomographic imaging has demonstrated wide application and high image qualify sufficient for the diagnosis of myocardial perfusion defect, which consequently reflects regional myocardial blood flow, The qualitative values of myocardial SPECT with Tc-99m-MIBI as well as the quantitative cases depend in some degree on the reconstruction techniques of multiple projections. Filtered backprojection(FBP) is the common standard for reconstruction rather than the complicated and time-consuming arithmetic methods. In FBP it Is known that the distribution of radioactivity in reconstructed transverse slices varies with the selected filter parameters such as cutoff frequencies and order(Butterworth case). The cutoff frequencies basically remove and decrease the true radioactive distribution and alter the pixel counts, which lead to underestimation of true counts in specific myocardial regions. In this study, we have investigated the effect of cutoff frequencies of reconstruction filter on the artifactually induced perfusion defects, which are often demonstrated near inferior and/or inferoseptal cardiac walls due to the intense hepatic uptake of Tc-99m-MIBI. A computerized method for identifying the relative degree of artifactual perfusion defect and for comparing those degrees along with the relative amount of hepatic uptake to myocardium was developed and patient images were studied to observe the quantitative degree of underestimation of myocardial perfusion, and to propose some reasonable thresh-old of cutoff frequency in the diagnosis of perfusion defect quantitatively. We concluded that from the quantitative viewpoint cutoff frequencies may be used as high as possible with the sacrifice of homogeneity of image quality, and those frequencies lower than the common 0.3 Nyquist frequency would reveal severe degradation of radio-active distribution near inferior and/or Inferoseptal myocardium when applying Butterworth or low pass filter.

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Manufacturing and Communication properties of Capacitive Coupler for the low Voltage Power Line Communication (전력선 통신용 접촉식 커플러의 제조와 통신 특성 향상)

  • Kim, Hyun-Sik;Lee, Hae-Yon;Lee, Geane;Kim, Choon-Bae;Oh, Young-Woo
    • Proceedings of the Korean Institute of Electrical and Electronic Material Engineers Conference
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    • 2009.06a
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    • pp.369-370
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    • 2009
  • 전력선 통신용 접촉식 커플러의 제조 방법 확립과 응용 가능성을 파악하기 위해 440V이하의 저압용 3상 4선식 접촉식 커플러를 설계 및 제조하였다. 60Hz의 교류 전압 신호를 차단하는 캐패시터의 용량이 증가할수록 삽입 손실의 증가하였으며, 68nF의 캐패시터를 적용하여 90~450kHz, 2~30MHz의 전력선통신 주파수 대역에서 최소 삽입 손실 특성을 얻었다. 커플링 트랜스의 권선수 증가는 전자계 결합계수의 상승으로 자기유도 효율이 증가하여 삽입 손실 특성이 증가하였으며. 6턴 이상의 권선수에서는 거의 일정한 삽입 손실 특성을 나타내었다. 설계 완료된 접촉식 커플러를 이용하여 전력선 통신 주파수인 90~450kHz, 2~30MHz 대역에서 $-2\pm1dB$의 삽입 손실 특성을 얻었다.

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Behavior of the Ground in Rectangularly Crossed Area due to Tunnel Excavation under the Existing Tunnel (II) (기존터널에 근접한 직각교차 하부터널의 굴착에 따른 교차부지반의 거동 (II))

  • Kim, Dong-Gab;Lee, Sang-Duk
    • Journal of Korean Tunnelling and Underground Space Association
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    • v.7 no.2
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    • pp.133-141
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    • 2005
  • The behavior of the ground in crossed zone due to the excavation of new lower tunnel rectangularly crossed to that was studied by model tests and numerical analysis in shallow cover. Results of the model tests show that earth pressure of the ground in crossed zone were redistributed due to the longitudinal arching effect by the excavation of lower tunnel. By the numerical analysis, minimum principal stress in crown of single tunnel has more decrease than parallel tunnel or crossed tunnel. Vertical stress at rectangularly crossed tunnel decrease more than single tunnel by stress shadow.

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The Compatibility of Slurry Wall Materials with Leachate for Cut -off of Contaminated Sites (오염지역 차폐용 슬러리월 재료와 침출수의 반응 특성)

  • 이용수;정하익
    • Geotechnical Engineering
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    • v.13 no.2
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    • pp.9-16
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    • 1997
  • Cut-off methods of controlling leachate migration from waste landfills and contaminated sites are studied. Permeability and chemical compatibility tests are prrforlned on slurry wall materials including soil-bentonite, cement-bentonite, cement / fly ash-bentonite, plastic concrete. Hydraulic conductivity of soil-bentonite mixture is the lowest of these four bacuill materials. The leachate from municipal solid waste has little influence on the permeability of the backfill materials. The bentonite slurry becomes flocculated and aggregated when exposed to the leachate. The results of the permeability test showed that the hydraulic conductivities of the backfill materials are in the order soil-beiltonite, Plastic concrete, cement-bentonite. And the result c: the compatibility test showed increase in permeability due to the effects of leachate. Thus, in designing the slurry wall it is essential to check the behaviour of the bentonite slurry and backfill materials on the compatibility with the contaminants.

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Voice Dialing System using Speaker Dependent Recognition for Korean Digit Speech (화자 종속 한국어 숫자음 음성 인식 다이얼링 시스템)

  • Park, Kee-Young;Shin, You-Shik;Kim, Chong-Kyo
    • Journal of the Korean Institute of Telematics and Electronics T
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    • v.36T no.2
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    • pp.56-62
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    • 1999
  • This paper described a voice dialing system(VDS) and its hardware implementation for a speaker-dependent recognition of Korean digit speech using duty cycle. The proposed VDS consist of integrator, leveling divider circuit and recognition program. The analog speech signal is applied to the VDS through the low-pass filter cutoff frequency is 4.5(kHz). It is thoroughly confirmed that the speaker-dependent recognition of Korean digit speech is well behaved by the hardware system. Experimental results show that the recognition rate is 64% in average for Korean digit speech. Moreover, a high recognition rate of 100% is obtained for digits; /4/, /5/, /6/, /7/, /9/, /0/.

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다중감수 수문모형의 개발

  • Kim, Hyeon-Jun;Jeong, Seong-Won;Kim, Seung
    • Proceedings of the Korea Water Resources Association Conference
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    • 1993.07a
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    • pp.327-334
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    • 1993
  • 일유출량을 모의하는 수문모형이 많이 개발되었지만 그 이용에 있어서는 입력자료와 매개변수가 다양하고 매개변수의 산정에 경험을 필요로 하는 경우가 많기 때문에 수문실무자들이 사용하기에는 다소 어려운 점이 있다. 본 연구에는 최소의 입력자료(강우량, 증발량)와 매개변수로 일자연유량을 모의할 수 있는 집중형 확정론적 모형을 개발하였는데, 관측된 수문곡선으로부터 입력매개변수를 도출할 수 있으며 그 종류가 작기때문에 실무에서 쉽게 이용할 수 있도록 하였다. 개발된 모형의 기본 개념은 강우-유출에 질량불변의 법칙을 적용하고, 선형저수지와 유사한 다중 감수 과정에 따른 수문곡선에 근거한다. 제안된 수문곡선은 차단을 제외한 강우량에 기인한 유량의 시간분포를 나타내며 기저유출과 장래에 손실될 증발산량을 포함한다. 제안된 수문곡선은 2개의 상승부와 3개의 감수부로 구성되며 수문곡선의 우측부는 개방되어 있다. 수문곡선의 상승부에는 감수계수의 개념을 역으로 적용하였으며, 계산을 단순화 하기 위하여 각 상승부 및 감수부의 구간은 정수값만을 갖는다고 가정하였다. 개발된 모형을 한강유역의 인도교지점(1918-1974), 영산강유역의 나주지점(1906-1990)의 일유출량을 모의하기 위하여 적용하였다. 모형의 적용결과 모의 기간중에 매개변수의 조정없이 전 기간에 걸쳐서 양호한 장기간의 일유출량 모의 결과를 얻을 수 있었다.

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Study on a cavity ring-down spectrometer with continuous wave laser sources (연속발진 레이저를 이용한 공동 광자감쇠 분광기 연구)

  • 유용심;한재원;김재완;이재용;이해웅
    • Korean Journal of Optics and Photonics
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    • v.9 no.4
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    • pp.240-244
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    • 1998
  • Cavity ring-down spectroscopy (CRDS) is a high-sensitive laser spectroscopic technique capable of measuring concentrations of trace gases. We have demonstrated a new design of the CRDS spectrometer with a continuous wave (CW) laser. The ring-dwon signal is produced through blocking the incident CW laser by scanning the cavity length fast toward off-resonance iwth PZT (piezoelectric transducer). We have also measured an absorption spectrum of acetylene overtone transitions near 570 nm at the pressure of 2700 Pa, and the minimum detectable absorption coefficient has been found to be about $3{\times}10^{-9}\cm^{-1}$.

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