• 한국광물학회지
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• 제24권1호
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• pp.19-29
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• 2011

베링해 알류샨 분지의 북부 사면지역에서 채취된 피스톤 코아 PC25A의 퇴적물에서 점토광물의 반정량적 함량 분석을 통해 지난 마지막 빙하기 동안 퇴적물의 기원지와 운송 경로의 변화를 살펴보았다. 코아 PC25A의 연대는 방산충 L. nipponica sakaii의 마지막 출현 시기($48.6{\pm}2\; ka$)와 인근 지역에서 채취한 연대가 잘 정립된 코아 PC23A의 퇴적물 색도($a^{\ast},\; b^{\ast}$) 및 퇴적 엽리층의 대비를 통해 설정되었다. 코아 PC25A의 최하단부가 약 57,600년 전으로 계산되었고, 코아 상부는 손실된 것으로 판단된다. 지난 마지막 빙하기 동안 스멕타이트, 일라이트, 캐올리나이트, 녹니석의 평균 함량은 각각 11% (5~24%), 47% (36~58%), 13% (9~19%), 29% (21~40%)이다. 코아 PC25A의 인근 지역에서 채취한 코아 MC24에서 분석된 홀로세의 점토광물 함량에 비하여 마지막 빙하기동안에 특징적으로 일라이트 함량이 증가하였고 스멕타이트 함량은 감소하였다. 따뜻한 기후의 홀로세 전기(Early Holocene) 동안 일라이트 함량이 높은 점토 퇴적물이 알라스카 대륙의 북부 지역(Province 1)으로부터 유입되는 융빙수에 의해 운반된 것으로 판단된다. MIS 2의 후빙기(B${\phi}$lling-All${\phi}$rod)동안에도 융빙수에 의해 점토광물이 운반되었으나, 일라이트 함량이 홀로 세 전기에 비해 낮기 때문에 북쪽의 Province 1보다는 남쪽에 위치한 Province 2와 Province 3에서 점토입자들이 기원된 것으로 해석된다. 마지막 최대 빙하기(Last Glacial Maximum)동안 나타나는 높은 스멕타이트 함량은 베링해 남동쪽 알라스카 반도 인근 지역(Province 4)에서 공급되는 점토 퇴적물의 양이 증가하였기 때문으로 보인다. MIS 3 초기에서 중기로 가면서 일라이트와 스멕타이트 함량이 감소하고, 녹니석의 함량은 증가하였다. MIS 3 동안 해수면이 낮아지면서 Province 2와 Province 3에서 점토 퇴적물의 공급이 증가한 것으로 보인다. 베링해 알류산 분지의 북부 사면지역에서 채취된 코아 PC25A에서 분석된 점토광물 조성의 변화는 마지막 빙하기동안 해수면의 하강으로 인하여 점토광물의 이동과 관련된 베링해의 표층 해류 순환이 현재와는 다른 양상으로 변화되었기 때문이다.

• 전자공학회논문지B
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• 제30B권1호
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• pp.29-37
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• 1993

The purpose of this paper is to estimate the attitude and the position of SPOT satellite which are needed in producing DEM(Digital Elevation Model) using SPOT satellite image pairs. DEM extraction is consists of three parts. First part is the modeling of satellite position and atitude, second part is the matching of two images to find corresponding point of them and third part is to calculate the elevation of each point by using the result of the first and second part. For modeling inaccessible area, extended modeling algorithm which removes the GCP(Ground Control Point) most errorneous from the GCPs extracted from map iteratively is proposed According to the experiments using a collinearity equation, the second order polynomials are shown to the optimal for .omega.(pitch), and Zs parameters while the first order ones for .kappa.(yaw) .PHI.(roll), Xs, and Ys parameters. The input images used in this paper are 6000*6000 level 1A panchromatic digital SPOT images of Chungchong-do, Korea. With 30 GCPs, experiments on SPOT images show that the planimetric and altimetric RMS errors are 7.11m and 7.10m, respectively, for test points.

• 한국작물학회지
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• 제54권2호
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• pp.198-202
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• 2009

The starch properties of two chinese yams were evaluated in this study. Amylose content ranged 13.5% to 19.3%. The swelling power of starches varied 10.98% to 11.43%. Water binding capacity in chinese yam starches ranged 93.46% to 107.21%, high WBC was observed in Ma 1. The onset temperature (To) of two chinese yam starches ranged 62.9 to $75.0^{\circ}C$, peak temperature (Tp) ranged 76.2 to $84.7^{\circ}C$. The PHI(peak height index) was about 4-fold higher in Anwon cultivar than in Ma 1 cultivar. SEM revealed that starches has a presence of large oval or spherical to small irregular-shape granules. Starch granule size ranged 15.23 to 15.52 ${\mu}m$, showing a typical C-type X-ray pattern.

• 한국대기환경학회지
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• 제8권1호
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• pp.68-73
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• 1992

A study on the formation of particulate nitrate$(NO_3^-)$ and gaseous nitrate$(HNO_3)$ in the atmosphere was carried out in Seoul from Oct 8 to 11 1991. To collect $NO_3^-$ and $HNO_3$ in the ambient air, dual filter pack sampler (47mm$\phi$) was used. In the dual filter pack sampler, the first filter was Teflon filter (poresize 1$\mum$) for collection of $NO_3^-$ and the second filter was Nylon filter (poresize 0.45 $\mum$) for $HNO_3$. Particulate nitrate$(NO_3^-)$ and Sulfate ions were analysed by Ion chromatography. $HNO_3$ concentration was higher in the day time $(9.93\mug/m^3)$ than the night time$(3.50\mug/m^3)$, and Particulate nitrate$(NO_3^-)$ concentration was higher in the night time and early morning$(6.21\mug/m^3)$ than the day time$(4.31\mug/m^3)$. The conversion rate of $NO_x$ to total nitrate$(NO_3^-, HNO_3)$ was 7.57%/hr in the day time and 4.79%/hr in the night time, and total average conversion rate was 5.60%/hr.

• Journal of Microbiology and Biotechnology
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• 제28권9호
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• pp.1542-1546
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• 2018

Bacterial canker in kiwifruit is caused by Pseudomonas syringae pv. actinidiae (Psa). In this study, the bacteriophage PPPL-1 effective against Psa was characterized. Belonging to the Podoviridae family, PPPL-1 was effective against most Psa strains as well as most Pseudomonas syringae pathovars. PPPL-1 carries a 41,149-bp genome with 49 protein coding sequences and is homologous to the previously reported phiPSA2 bacteriophage. The lytic activity of PPPL-1 was stable up to $40^{\circ}C$, within a range of pH 3-11 and under 365 nm UV light. These results indicate that the bacteriophage PPPL-1 might be useful to control Psa in the kiwifruit field.

• 한국산학기술학회:학술대회논문집
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• 한국산학기술학회 2011년도 춘계학술논문집 2부
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• pp.854-857
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• 2011

육방정프레스 $420{\phi}$를 활용한 고온고압(high pressure high temperature: HPHT) 방법으로 금속촉매층 ($Ni_{77}Fe_{11}Mn_9Co_3$)과 카본디스크가 순차적으로 적층된 셀에 인산칼슘을 첨가함에 따라 합성다이아몬드 성장에 미치는 변화를 확인하였다. HPHT 공정의 압력, 온도, 시간을 각각 8 GPa, $1500^{\circ}C$, 280s로 고정하고, 카본과 금속촉매 층 사이에 인산칼슘을 각각 0, 0.08, 0.20, 0.28 mg씩 첨가하여 고온고압 합성을 수행하였다. 합성공정 후 적층셀의 중간부 셀 수직단면을 광학현미경과 마이크로 라만분광기로 분석하였다. 결과적으로 인산칼슘을 0.08 mg 도포하여 첨가하면 다이아몬드의 생성이 향상되었다. 반면 0.20 mg 이상에서는 도포되는 양이 증가 할수록 다이아몬드 생성이 억제되다가 0.28 mg 이상 첨가에서는 다이아몬드가 거의 생성되지 않는 특징을 보였다.

• 한국물환경학회지
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• 제32권1호
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• pp.1-14
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• 2016

This study was conducted to develop a Benthic macroinvertebrates streambed index (BMSI) based on the response of the community to the substrate type of streambed. Analyzing the seasonal (Spring and Fall) data (11,367 sampling units) surveyed and collected during 2008~2014 at 960 sites in South Korea, we estimated the lithophility of 191 taxa. BMSI was composed of the lithophilic value, indicator weight value and individual abundance frequency. It showed an extremely significant correlation (r = -0.8, p<0.001) with the mean grain size (in phi-value) of the streambed.

• 충청수학회지
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• 제22권4호
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• pp.777-787
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• 2009

In this paper we investigate the upper bound on the Castelnuovo-Mumford regularity of a graded module with linear free presentation. Let M be a finitely generated graded module over a polynomial ring R with zero dimensional support. We prove that if M is generated by elements of degree $d{\geq}0$ with a linear free presentation $$\bigoplus^p{R}(-d-1)\longrightarrow^{\phi}\bigoplus^q{R}(-d){\longrightarrow}M{\longrightarrow}0$$, then the Castelnuovo-Mumford regularity of M is at most d+q-1. As an important application, we can prove vector bundle technique, which was used in [11], [13], [17] as a tool for obtaining several remarkable results.

• 한국전기전자재료학회논문지
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• 제26권2호
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• pp.114-118
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• 2013

In this study, coupled mode piezoelectric devices for AE sensor application with excellent displacement and piezoelectric characteristics were simulated using ATILA FEM program, and then fabricated. Displacements and electromechanical coupling factors of the piezoelectric devices were investigated. The simulation results showed that excellent displacement and electromechanical coupling factor were obtained when the ratio of diameter/thickness was 1.0. The piezoelectric device of ${\Phi}/T$= 1.0 exhibited the optimum values of fr= 406 kHz, displacement= $6.11{\times}10^{-8}[m]$, $k_{eff}$= 0.648. The results show that the coupled vibration mode piezoelectric device is a promising candidate for the application of AE sensor piezoelectric device.

• 산업기술연구
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• 제2권
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• pp.3-11
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• 1982

Reliability analysis methods have been employed in this study to determine the safety index ${\beta}$ for flexure associated with reinforced concrete designs that are in accordance with current USD code of Korea. In reliability analysis, the mean first-order second-moment methods are employed. The following specific conclusions can be drawn from this study; 1) Levels of safety for reinforced concrete design, measured by ${\beta}$, vary from 2.8 to 3.8 in flexure depending on the limit state, the ratio of live load to dead load and the uncertainties. 2) Target reliability ${\beta}$ associated with reinforced concrete beams in flexure is assumed to be 3.5~4.0 in Korea. 3) Load factors and resistance factors in flexure associated with the current provisions contained in USD code generally seem to be too high. The writer concluded the factors as following; ${\phi}=0.8,\;{\gamma}_D=1.1\;{\gamma}_L=1.75$.