• 제목/요약/키워드: OMC-1

검색결과 58건 처리시간 0.039초

OBSERVATIONS OF THE $J=1{\rightarrow}0$ TRANSITIONS OF $^{12}CO,\;^{13}CO\;and\;C^{18}O$ TOWARD OMC-1

  • SONG H. J.;CHUN M. S.;MINH Y. C.
    • 천문학회지
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    • 제26권1호
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    • pp.65-72
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    • 1993
  • Using the Daeduk Radio Telescope, we have observed $J=1\rightarrow0$ transitions of 1$^{12}CO,\;^{13}CO\;and\;C^{18}O$ toward OMC-l. The column densities of $1\~5\times10^{17}\;cm^{-2}\;and\;1\~3\times10^{16}\;cm^{-2}$ have been derived, for $^{13}CO$ and $C^{18}O$, respectively, in the $11'\times11'$ region centered at Orion - KL. The double isotope ratio $[^{13}CO]/[C^{18}O]$ was found to be larger than the cosmic abundance ratio by factors of $2\~10$ which may result from the chemical fractionation effect.

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흙의 공학적 성질에 관한 연구 (Study on Engineering Properties of Earth Materials)

  • 김주범;윤충섭
    • 한국농공학회지
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    • 제17권3호
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    • pp.3815-3832
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    • 1975
  • This study was made to investigate various engineering properties of earth materials resulting from their changes in density and moisture content. The results obtained in this study are summarized as follows: 1. The finner the grain size is, the bigger the Optimum Moisture Content(OMC) is, showing a linear relationship between percent passing of NO. 200 Sieve (n) and OMC(Wo) which can be represented by the equation Wo=0.186n+8.3 2. There is a linear relationship of inverse proportion between OMC and Maximum Dry Density (MDD) which can be represented by the equation ${\gamma}$d=2.167-0.026Wo 3. There is an exponential curve relationship between void ratio (es) and MDD whose equation can be expressed ${\gamma}$d=2.67e-0.4550.9), indicating that as MDD increases, void ratio decreases. 4. The coefficent of permeability increases in proportion to decrease of the MDD and this increase trend is more obvious in coarse material than in fine material, and more obvious in cohesionless soil than in cohesive soil. 5. Even in the same density, the coefficient of permeability is smaller in wet than in dry from the Optimum Moisture Content. 6. Showing that unconfined compressive strength increases in proportion to dry density increase, in unsaturated state the compacted in dry has bigger strength value than the compacted in wet. On the other hand, in saturated state, the compacted in dry has a trend to be smaller than the compacted in wet. 7. Even in the same density, unconfined compressive strength increases in proportion to cohesion, however, when in small density and in saturated state, this relationship are rejected. 8. In unsaturated state, cohesion force is bigger in dry than in wet from OMC. In saturated state, on the other hand, it is directly praportional to density. 9. Cohesion force decreases in proportion to compaction rate decrease. And this trend is more evident in coarse matorial than in fine material. 10. Internal friction angle of soil is not influenced evidently on the changes of moisture content and compaction rate in unsaturated state, On the other hand in saturated state it is influenced density. 11. Cohesion force is directly proportional to unconfined compressive strength(qu), indicating that it has approximately 35 percent of qu in unsaturated state and approximately 70 percent of qu in saturated state.

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점토에서 수용성 유기물의 투수특성에 대한 연구 (A Study on the Permeability Characteristics of Water-soluble Organic Permeant in Clay)

  • 정종홍;장병욱;박영곤;우철웅
    • 한국농공학회지
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    • 제39권6호
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    • pp.80-87
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    • 1997
  • A series of tests was performed to determine a threshold concentration of water-soluble organic permeant(ethanol) for permeability to be increased in clay and to estimate long-term permeability behaviors, effects of overburden pressure and compaction conditions on permeability in clay. Results of study are as follows ; 1. A threshold concentration of water-soluble organic permeant(ethanol) in clay was about 7O~8O% and its dielectric constant was 40, and dielectric constant seems to be closely related with absolute permeability. 2. Permeability of long-term tests was more or less larger than that of short-term tests. 3. Overburden pressures applied for a long time elapsed have little effects on the restriction of permeability increase. 4. Since water content has no effects of compaction capability when it is compacted with OMC or wet side of OMC, its permeability is to be estimated as same level of dry side of OMC. 5. Clays matured in the humid chamber are increased in permeability 2 times larger than unmatured ones. Thixotropy, therefore, should be considered in the design procedures because field conditions of construction would be quite similar to this..

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개심술 101 례의 임상적 고찰 (Clinical analsysis of 101 cases of open heart surgery)

  • 신기우;김상형;이동준
    • Journal of Chest Surgery
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    • 제16권2호
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    • pp.147-156
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    • 1983
  • Over a period from May, 1977 to SEptember, 1982, 101 cases ofopen heart surgerywere done under cardiopulmonary bypass. There were 50 male and 51 female patients, and the ages of the patients ranged from 19 months to 48 years. Sixty-nine cases were congenital heart disease and 32 cases were acquired heart disease, which consisted of 30 valvular disease, 1 IVC obstruction, and 1 myxoma. Among the 30 cases of valvular disease, 12 MVR, 4 MVR+TAP, 2 MVT+AVR, 1 MAP, and 11 OMC were done. There were 3 operative deaths (17.5%) in 16 MVR, 1 in 2 MVR+AVR, and 1 in 11 OMC. Operative mortality in 69 congenital heart disease was 13.0% ; 3 deaths (6.7%) in 45 acyanotic and 6(25.0%) in 24 cyanotic cases. The overall mortality for 101 cases was 14.8%; 13.0% for congenital and 18.8% for acquired heart disease.

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섬유 보강토의 다짐 및 강도 특성 (Characteristics of compaction and strength for synthetic fiber reinforcement soils)

  • 송창섭;장병욱;이용범;임성윤
    • 한국농공학회:학술대회논문집
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    • 한국농공학회 1998년도 학술발표회 발표논문집
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    • pp.444-448
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    • 1998
  • This paper presents the results of an experimental investigation on the compaction and compressive strength of polypropylene fiber reinforced soils. This study has been performed to obtain the physical properties of PFRS(polypropylene fiber reinforced soil) such as strain-stress relationships, OMC(optimum moisture contents) and ${\gamma}$$_{dmax}$ (maximum dry unit weight), with four different concentrations(i.e., 0.1%, 0.3%, 0.5% and 1.0% weights) of mono-filament and fibrillated polypropylene fibers. The test results indicate an appreciable increase in strength due to addition of fibers. OMC is increased with the concentration ratio of fiber, but ${\gamma}$$_{dmax}$ is decreased. From the viewpoint of strength, the fibrillated polypropylene fiber soil is more effective than the mono-filament polypropylene fiber soil.oil.

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섬유 보강토의 다짐 및 강도 특성 (Characteristics of Compaction and Stregth for Synthetic Fiber Reinforced Soils)

  • 송창섭
    • 한국농공학회지
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    • 제41권5호
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    • pp.93-98
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    • 1999
  • The results of an experimental investigation on the characteristics of compaction and compressive strength of polypropylene fiber reinforced soil are presented in this paper. This study has been performed to obtain the physical properties of PFRS(polypropylene fiber reinforced soil) such as strain-stress relationships, OMC(optimum moisture contents) and ${\gamma}$dmax (maximum dry unit weight), with four different contents (i.e., 0.1%, 0.3%, 0.5% and 1.0% weights ) of mono-filament and fibrillated polypropylene fibers. From the compaction test results, it is found that OMC increased with the contents ratio of fiber, but ${\gamma}$dmax decreased. It means that the improvement of the workability and the reduction of the weight of embankment structures by the asddtion of the polypropylene fiber. And, from the compression test results, it is found that the additon of the polypropylene fiber remarkably improved the compressive strength of PFRS. And it was observed in the viewpoint of strength that the fibrillated polypropylene fiber reinforced soil is more effective than the mono-filament polypropylene fiber reinforced soil.

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Discovery of a Cloud Collision with the OMC-1

  • Kim, Kwang-Tae;Kim, Youngsik
    • 천문학회보
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    • 제42권1호
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    • pp.32.3-33
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    • 2017
  • Utilizing both the existing observational data for Orion A and the TRAO $^{13}CO$, $^{12}CO$ data for $1^{\circ}{\times}1^{\circ}$ region centered on M42 collected in 2012, we found a clear piece of evidence for a collision of a cloud with the OMC-1. This cloud has a shape like a long cylinder of ${\sim}0.1pc{\times}2pc$ in size, and has a well developed train of clumps of about a few solar masses, and is situated in the dark dust complex between M42 and M43. The cloud's motion is analysed to be moving at about $2.6km\;s^{-1}$, and is calculated to transverse the Orion Nebula ~2 pc above from the nebula center, toward the direction of about $60^{\circ}$ to the line of sight. This cloud had undergone a tidal splitting about a million years ago and had formed a very thin and long cylindrical core well before being engaged in the collision. General implications of this phenomenon are discussed in relation to star formation mechanisms in the GMC.

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아토피 피부염 환아의 보완대체요법 이용 실태 (A Study on the Utilization of Complementary and Alternative Medicine on Children with Atopic Dermatitis)

  • 김채봉;김규상
    • 한국콘텐츠학회논문지
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    • 제17권1호
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    • pp.58-68
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    • 2017
  • 아토피 피부염은 학령기 전과 후 아동에서 유병률이 높은 것으로 알려져 있다. 또한 일반인뿐만 아니라 아토피 피부염 환자에서도 보완대체요법의 이용률이 증가하고 있다. 본 연구는 아토피 피부염 아동의 보완 대체요법에 대한 이용 실태를 파악하고 이에 대한 기초 근거를 마련하는데 있다. 연구 대상은 2010년 '서울시 아토피 천식 안심학교' 사업에 참여한 아동으로 6,800명의 아토피 피부염 아동 중에서 무응답을 제외하고 4,985명을 최종분석에 활용하였다. 독립변인은 연령, 가구 월 소득, 수면장애이었고 종속변인은 지난 12개월 동안의 병원 이용 경험, 한의원 이용 경험, 민간요법 이용 경험이었다. 연구결과, 병의원 치료 이용은 76.5%, 한의원(한방병원) 이용은 24.6%, 민간요법 이용은 62.3%, 한의원(한방병원)과 민간요법의 중복 이용은 2.1%, 병의원 치료와 민간요법의 중복 이용은 34.2%, 병의원 치료와 한의원(한방병원), 민간요법의 중복 이용은 18.8%이었다. 그리고 보완대체요법 이용에 영향을 미치는 변인으로는 연령, 가구 월 소득, 수면장애인 것으로 나타났다. 그러나 일부 보호자들은 오랜 통념으로 민간요법이 더 효과적이고 안전하다고 인식하는 경향이 있다. 따라서 보완대체요법에 대한 장단점을 의료진과 상담한 후 이용하는 것이 바람직하다.

Effect of Organic Soil Amendments on Establishment Vigor, Seedling Emergence, and Top Growth in Kentucky Bluegrass

  • Kim, Kyoung-Nam
    • 원예과학기술지
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    • 제32권2호
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    • pp.133-141
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    • 2014
  • Due to limited supplies and expensive importing costs, it is a goal to replace overseas peat with local soil amendments in turf industry of Korea. The study was initiated to compare the performances of five domestic and imported organic soil amendments (OSAs) on establishment characteristics and to provide basic information for root zone composition on sports turf design and construction. The study was conducted in Kentucky bluegrass (Poa pratensis L., KB) under greenhouse conditions from March to June in 2008. A total of 25 treatments of OSA + sand were prepared. These amendments were Berger Peat (OMA), Eco-Peat (OMB), G1-Soil (OMC), Premier Peat (OMD), and Supersoil I (OME). Significant differences were observed in establishment vigor, seedling emergence, and top growth. Results varied depending upon the type of OSAs and their rates in rootzone mixtures. OMA reached over 70% in establishment vigor in 5 WAS (weeks after seeding). OMC produced a maximum vigor of approximately 60% in 6 WAS. The OME amendment, however, showed poor performance lower than 30% in establishing KB turf until 8 WAS. There were considerable variations of top growth, being 3.8 to 14.5 cm. Greater differences in top growth resulted from OME mixtures. Shoot growth orientation in KB is also influenced by OSAs. In general, optimum mixing rate was considered as 10 to 20% for establishment vigor and 20 to 40% for top growth. Considering overall responses to establishment vigor, seedling emergence, and shoot growth, both local OMC and overseas OMD are considered as the useful soil amendments applicable for sports turfs. Domestic OME amendment would be applied for a low maintenance turfs such as rough and utility areas due to greater shoot growth. Information on these amendments would be of practical use for sports turf design and construction. Repeated experiments and field performance test are required to evaluate these OSA effect on other major turfgrass species and also to determine local OSA as imported peat substitute.