• Title/Summary/Keyword: 유리차수

Search Result 65, Processing Time 0.023 seconds

Determination of Flow Direction by Using an Acousto-Optic Modulator (광음향 변조기를 이용한 유체의 방향결정)

  • 김규욱;최종운;원종욱
    • Korean Journal of Optics and Photonics
    • /
    • v.1 no.1
    • /
    • pp.58-64
    • /
    • 1990
  • The flow direction in a glass tube is measured by using a forward scattering dual beam laser Doppler velo$.$ cimeter with an acousto-optic modulator. We can determine the flow direction by measuring the shifted Doppler frequency which is dependent on the order of modulation of the laser beam and the fluid flow direction. Also. an electronic amplification circuit which has a bandwidth of 0 . 300 MHz and a gain of 38 dB is designed and fabricated to amplify the high frequency signal.signal.

  • PDF

마우스 성숙난자의 유리화동결법에 따른 동결 융해후의 염색체와 방추사의 분석

  • 박성은;신태은;김승범;차수경;임정묵;정형민
    • Proceedings of the KSAR Conference
    • /
    • 2001.03a
    • /
    • pp.75-75
    • /
    • 2001
  • 유리화 동결법은 동결중 ice crystal의 형성이 이루어지지 않으므로 난자의 동결보존을 위한 유용한 동결방법이다. 이전의 연구에서 마우스의 난자를 ethylene glycol과 electron microscope grid를 이용한 유리화 동결법으로 동결 융해한 결과 기존의 slow freezing 방법에서보다 높은 생존율과 배발달율이 나타남을 관찰하였다. 그러나 동물과 인간 난자를 이용한 연구를 통하여 난자의 경우 동결 융해후 염색체에 부착되어 있는 미세소관인 방추사가 온도의 변화에 매우 민감하여 염색체 이상성이 증가되는 것이 보고되었다. 이에 본 연구에서는 성숙난자를 유리화동결법에 의해 동결 융해후 난자의 염색체와 방추사의 이상성이 증가되는지 알아보고자 본 실험을 수행하였다. ICR mouse의 성숙란을 채취하여 연구목적에 따라 fresh한 대조군과 동결음해 시킨 실험군으로 분류하였다. 동결방법은 난자를 1.5 M ethylene glycol (EG)에 2분 30초간 노출 시킨후 5.5 M EG와 1M sucrose가 첨가된 동결액에 20초간 노출시킨 후 Grid에 난자를 부착시킨 후 직접 액체질소에 침지하여 동결하였다. 동결후 난자는 5단계로 융해를 실시한 후 생존된 난자는 tubulin 항체를 이용한 immunostaining 방법으로 방추사의 이상성을 관찰하였고, 염색체는 난자를 고정 후 10% Giemza로 염색 후 염색체의 수적인 이상성을 관찰하였다. 염색체 분석결과 염색체 이상 빈도는 대조군의 경우 19.6%, 동결융해군은 32.8%로 관찰되었다. 또 방추사의 이상빈도는 대조군의 경우 20.2%, 동결 융해군은 32.3%로 관찰되어 동결 융해후의 난자에서 염색체와 방추사의 이상 빈도가 증가됨이 관찰되었다.찰되었다. 배아이식후 대조군과 실험군에서 각각 2 마리가 임신이되어 정상적인 산자를 분만하였다. 따라서 항동해제에 taxol의 첨가는 동결 융해후의 난자의 배발달율을 증진시킬 수 있었다..8%로 나타나 난할율 및 배반포 발생율에 있어서 융합조건에 따라 큰 차이는 없었으나 1.9㎸/cm, 30$\mu\textrm{s}$ 2회의 조건이 다른 조건들에 비하여 유의적으로 낮았다. 따라서, 체세포와 수핵란 세포질간의 융합율과 배반포 발생에 미치는 영향은 전압보다는 시간에 더 크게 받음을 알 수 있었으며, 이와 같은 결과에서 융합시 시간을 오래 주는 것보다 전압을 높이는 것이 수핵난자의 세포질에 상해를 줄이고 이후 배반포 발생에 유리할 것으로 사료되었다.면에서도 더욱 더 활발할 것으로 기대된다. 배란후 72시간째에 초음파진단기를 이용하여 난소의 난포발달을 조사한 결과 , 대조구와 bFF처리구에 비해 AI처리구에서 발달난포가 유의적으로 많은 것을 확인하였다. 이상과 같은 결과로, Anti-inhibin serum은 한우 자체에서 분비하는 Inhibin을 특이하게 억제하여 Inhibin에 의해 억제되는 FSH분비가 촉진됨으로써 난포발달과 estrogen의 농도가 촉진되는 것으로 사료되어 anti-inhibin serum이 한우의 과배란유기 효과가 있는 것으로 사료된다.정량 분석한 결과이다. 시편의 조성은 33.6 at% U, 66.4 at% O의 결과를 얻었다. 산화물 핵연료의 표면 관찰 및 정량 분석 시험시 시편 표면을 전도성 물질로 증착시키지 않고, Silver Paint 에 시편을 접착하는 방법으로도 만족한 시험 결과를 얻을 수 있었다.째, 회복기 중에 일어나는 입자들의 유입은 자기폭풍의 지속시간을 연장시키는 경향을 보이며

  • PDF

Outage Analysis of OFDM-Based Dual-hop Multi-Relay Systems with Best Relay Selection (최선 릴레이 선택을 적용한 OFDM 기반 이중-홉 다중 릴레이 시스템의 아웃티지 성능 분석)

  • Park, Jae-Cheol;Wang, Jin-Soo;Lee, Ji-Hye;Kim, Yun-Hee
    • The Journal of Korean Institute of Communications and Information Sciences
    • /
    • v.35 no.5C
    • /
    • pp.487-494
    • /
    • 2010
  • This paper presents an OFDM-based dual-hop multi-relay system with best relay selection maximizing the mutual information. For the system either with decode-and-forward (DF) relays or with amplify-and-forward (AF) relays, we derive a lower-bound on the outage probability and the diversity order achievable in frequency selective fading channels and provide the outage capacity from simulation. Performance evaluation shows that both DF and AF provide the same diversity order as in the lower-bound but DF of which the outage probability is much closer to the lower-bound provides a better outage capacity than AF. It is also observed that the SNR gain of DF over AF gets larger as either the number of resolvable multipaths or the number of relay candidates increases, which makes DF relaying more favorable to the OFDM-based multi-relay system.

Engineering Properties of Self-healing Smart Grouting Method (자기치유 기능을 이용하는 SSG공법의 공학적 특성)

  • Moon, In-Jong;Kim, Byoung-Il;Heo, June;Choi, Yong-Sung;Choi, Yong-Ki
    • Journal of the Korean Geotechnical Society
    • /
    • v.32 no.3
    • /
    • pp.29-37
    • /
    • 2016
  • SSG (self-healing smart grouting) method, which is developed recently, has the characteristics such as an improvement of durability and waterproofing, prevention of leaching and pollution. In this study, we performed several tests such as gel-time measurement, uniaxial compression test, permeability test, fish poison test and chemical resistance test to compare the engineering properties of SSG with the other chemical grouting method (LW, SGR). As results of tests, the SSG method has low possibility of groundwater and ground pollution caused by leaching, furthermore, it has advantages like long/short term waterproofing, strength and durability. Therefore the SSG method can be applicable in the fields as an alternative of existing chemical grouting methods with problems.

A Study on the Grouting Effect of Ultrafine Cement in Rock Ground (초미립자 시멘트의 암반지반 그라우팅 주입효과에 관한 연구)

  • An, Jun-Hee;Park, Choon-Sik
    • Journal of the Korea Academia-Industrial cooperation Society
    • /
    • v.19 no.12
    • /
    • pp.279-286
    • /
    • 2018
  • The grouting method is to reinforce the ground by injecting the chemical solution for the strengthening of the ground. Cement grouting material has usually used portland cement for centuries ago, but the cement particle size is large and the injection effect is limited. This study analyzes the effect of ultrafine cement grouting in rock ground using 3S-1 grouting in rock ground and ordinary Portland cement (OPC). The results of tests were compared and analyzed from the Lugeon test, bore loading test (P.M.T.), and injection (P-Q) test. The use of ultrafine cement (3S-1) had a higher effect (K, 10-6cm/sec) than OPC. The reinforcement effect of 3S-1 was also confirmed. Ultrafine cement (3S-1) was 4~9 times more injectable than OPC. Therefore, it is more advantageous to use ultrafine cement (3S-1) than OPC.

Centrifuge Test for Simulating Behavior of CFRD During Initial Impoundment (초기 담수시 CFRD 거동 모사를 위한 원심모형실험)

  • Seo, Min-Woo;Kim, Yong-Seong
    • Journal of the Korean Geotechnical Society
    • /
    • v.23 no.10
    • /
    • pp.109-119
    • /
    • 2007
  • As the number of CFRD constructions increases, the necessity of an accurate assessment on its behavior also has been increasing. The performance of concrete faced rockfill dam (CFRD) under different water levels is a great concern of dam engineers and designers in the world. However, domestic research on CFRD design and construction has not been performed sufficiently. This study deals with three centrifuge model tests, mainly investigates quantitatively the deformation of the concrete faced slabs and settlements on the crest with different face slab stiffness. The prototype of a centrifugal model dam is half size of domestic CFRD dam. Detailed material preparation, model design, model set-up, model instrumentation and testing procedures are presented. In order to simulate the prototype concrete faced slab, three kinds of thin fiberglass plates with different thickness were adopted in three model tests. Finally, the centrifuge test results were compared with field measurements of domestic dams, which showed that the centrifuge tests were performed successfully.

Photoelastic stress analysis of the mandibular unilateral free-end removable partial dentures according to the design (하악 편측 유리단 가철성 국소의치의 설계에 따른 광탄성 응력 분석)

  • Park, Cheol-Woo;Kay, Kee-Sung
    • The Journal of Korean Academy of Prosthodontics
    • /
    • v.47 no.2
    • /
    • pp.206-214
    • /
    • 2009
  • Statement of problem: There are common clinical cases in which the mandibular first and second molars are missing unilaterally. Purpose: This study was designed to compare and evaluate the magnitude and distribution of stress produced by four kinds of mandibular unilateral free-end removable partial dentures that could be applied clinically in Kennedy class II cases. Material and methods: Four unilateral free-end removable partial dentures using clasp, Konus crown, resilient attachment, and flexible resin were fabricated on the photoelastic models of the Kennedy class II cases. The vertical load of 6㎏ was applied on the central fossa of the first molar of every removable partial denture in the stress freezing furnace and the photoelastic models were frozen according to the stress freezing cycle. After these models were sliced mesio-distally to a thickness of 6mm, the photoelastic isochromatic white and black lines of the sliced specimens were examined with the transparent photoelastic experiment device and photographs were taken with a digital camera. The fringe order numbers at eight measuring points in the photograph were measured with the naked eye. Results: The maximum fringe order number of each sliced specimen and the fringe order number at the residual ridge just below the loading point were in the decreasing order of the unilateral removable partial dentures using flexible resin followed by clasp, resilient attachment, and Konus crown. The fringe order number at the root apex of the second premolar was in the decreasing order of the unilateral removable partial dentures using clasp followed by flexible resin, Konus crown, and resilient attachment. Conclusion: The removable partial denture using Konus crown showed the most equalized stress distribution to the supporting alveolar bone of abutment teeth and residual ridge under the vertical loads. The removable partial denture using flexible resin can be applied to the case that has a better state of residual ridge than abutment teeth.

Application of Non-Alkaline Silica Sol Grouting Method Considering the Eco-Friendliness (친환경 비알칼리성 실리카졸 차수공법의 적용)

  • Jang, Yonggu;Kim, Sugyum;Kang, Injoon
    • Journal of the Korean GEO-environmental Society
    • /
    • v.17 no.9
    • /
    • pp.37-45
    • /
    • 2016
  • This study analyzes the environmental and durability problems of traditional (LW) grouting method. And the proposed method was compared to the others effects by analyzing the in-situ applicability and effect of performance of the method using the silica sol. This study analyzed the eco-friendly, effects of high strength silica sol through laboratory tests. The effects of the construction process were identified through the field tests. The compressive strength was increased by 1.3 times compared to the LW method and the shrinkage is 3~8 times less than that of LW method with water glass. No toxicity, which could affect soil contamination. In particular, it was confirmed that the Toxicity fish also survived with little pH change in the concentration tank. Also it confirmed the construction effects through field test. Field tests are a standard penetration test, permeability test, LLT, BST. Permeability was reduced to $1{\times}10^{-5{\sim}-6}cm/sec$.

The Evaluation of Pollutant Removal Efficiencies by Sedimentation Basin Types constructed at the Inlets of Irrigation Reservoirs (농업용 저수지 내 침강지의 설치유형에 따른 수질정화효율 평가)

  • Jang, Jeong-Ryeol;Choi, Sun-Hwa;Nam, Gui-Sook;Kwun, Soon-Kuk
    • Journal of Korea Water Resources Association
    • /
    • v.38 no.8 s.157
    • /
    • pp.665-674
    • /
    • 2005
  • The aim of this study is to evaluate 3 types of sedimentation basins: dredging, shield skirt and auxiliary dam, constructed at inlets of two irrigation reservoir and to estimate the most beneficial type and fitted size, SAR(surface to area ratio), for pollutant removal efficiency(RE). For this, RE of major water quality items and change of physicochemical properties in sediments before and post construction of sedimentation basin(SB) were investigated. RE depended on SB types, water quality items and survey times with wide range from $-87\%$ to $92\%$. Long term overall removal efficiency by ROC(regression of concentration) method were $18\%$ in dredging, $29\%$ in shield skirt and $42\%$ in auxiliary dam type. There was a change of physicochemical properties in sediments at auxiliary dam type, while a slight change at dredging and shield skirt type. In comparison to RE, SAR and hydraulic retention time at 3 types of SB, auxiliary dam type was the most beneficial one. Thus, it is recommended that SB would be constructed in completely separated structure from water body of a reservoir with SAR ranged from 0.7 to $1.0\%.$

A Study on the Durability and Environmentally Friendly of Inorganic Grouting Material (무기질계 지반주입재의 내구성 및 친환경적 특성에 관한 연구)

  • Chun, Byungsik;Park, Dukhyum;Kang, Hyoungnam;Do, Jongnam
    • Journal of the Korean GEO-environmental Society
    • /
    • v.9 no.5
    • /
    • pp.37-43
    • /
    • 2008
  • Inorganic injection material, which is one of the ground improvement materials, consists of cement accelerator and inorganic micro particle. The inorganic injection material is known to overcome the major limitations of water glass type improvement materials, which are leaching and accompanying strength loss. The inorganic injection material is superior in durability and strength, and environmentally friendly since leaching is prevented. In this study, the effectiveness and environment-friendliness of the MIS(Micro Injection-process System) using the inorganic injection material is compared to SGR, which uses the water glass. The performed tests were unconfined compression test, chemical resistance test, and fish poison test. The unconfined compression tests showed that the MIS results in 1.7 times higher 28 day strength compared to the SGR. In addition, the strength continually increased with time for the MIS, while it decreased for the SGR. The chemical resistance tests indicated that the rate of change in length using the MIS is 10~25 times smaller than when using the SGR. The fish poison test proved that MIS was more environmentally friendly. The analysis of chemical ingredients of leached showed that the amount of $Cr^{6+}$, Pb and Si leached from the MIS is less compared to the SGR. Accordingly, the MIS grout is more high-strength than existing SGR grout. It is excellent in shortening of construction period, structural stability of foundation and environmentally friendly. So, it is considered that it has not little the problem about groundwater pollution.

  • PDF