이중 시야 중적외선 광학계 비열화·나르시서스 분석 (Athermalization and Narcissus Analysis of Mid-IR Dual-FOV IR Optics)
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- 한국광학회지
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- 제29권3호
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- pp.110-118
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- 2018
항공용 전자 광학 타겟팅 시스템을 위한 중적외선 광학계를 설계하였다. 본 광학계는 이중 시야를 갖도록 설계되었으며, 빔 축소 전단 광학계, 줌 렌즈 그룹, 릴레이 렌즈 그룹, 콜드스탑 공액 광학계 및 냉각 적외선 검출기로 구성된다. 적외선 검출기는 단일 화소의 크기가
본 연구는 중학교 기술 가정 주생활 영역 교과 내용에서 교사와 학생의 필요성 인식 및 요구사항을 비교하여 앞으로 주생활 영역의 새로운 탐색을 위한 대안을 제시하고 효과적인 교육 방향을 모색하는데 목적을 둔다. 이를 달성하기 위해 조사대상을 울산 지역의 중학교 가정 담당 교사와 고등학교 1학년 남 여 학생으로 선정하였으며 자료 수집을 위해 메일 및 우편, 방문 조사를 실시하였다. 분석 방법은 빈도, 백분율, 평균, 표준편차, t-test를 사용하였으며 그 결과는 다음과 같다. 첫째, 현행 주생활 영역에 대한 교육 필요성 인식정도를 알아본 결과, 생활공간의 활용 영역에서 교사는 가구 이용과 배치, 물건의 정리와 수납이 높게 나타났고 학생은 가구 이용과 배치, 가구 종류와 선택이 가장 높게 나타났다. 실내환경과 설비 영역에서 교사는 통풍과 환기, 온도와 습도가 높게 나타났고 학생은 통풍과 환기, 온도와 습도가 높게 나타났다. 주택의 유지와 보수 영역에서 교사는 주택의 유지 관리 필요성이 가장 높게 나타났고 학생은 주택설비와 보수에 관한 내용이 가장 높게 나타났다. 둘째, 앞으로 채택되길 바라는 주생활 영역의 교육내용을 알아본 결과, 주거 관련 일반 영역에서 교사는 노인과 장애인을 위한 주택, 미래에 나타날 주택에 관한 정보, 학생은 친환경적 주거환경, 노인과 장애인을 위한 주택이 채택되길 희망하였다. 실내디자인 영역에서 교사는 컴퓨터를 활용한 실내 공간 표현, 주택 재료의 종류와 특성, 학생은 사용하던 가구를 재활용하는 방법, 주택 재료의 종류와 특성이 채택되길 희망하였다. 주택 마련 방법 및 직업 영역에서 교사는 주택 관련 직업에 관한 종류, 학생은 주택 구입을 위한 자금 마련 방법과 주택의 절차 및 고려사항이 채택되길 희망하였다. 셋째, 주생활 영역에 대한 교사와 학생간의 필요성의 인식정도와 요구도를 비교하기 위해 t-test를 실시하였으며, 분석한 결과 서로 차이가 있었다. 전반적으로는 교사가 학생보다 필요성의 인식정도와 요구도가 높았으나 주택 설비 유지, 친환경적 주거환경에 관한 내용은 학생이 교사보다 높게 나타났다.
The purpose of this study is to analyze the interrelation of influential factors in organizational conflict and organizational commitment. The data for this study were collected through a self-administered survey with a structured Questionnaire to 1,167 subjects from several nursing staff members, administration staff members and medical technicians of six hospitals. In this analysis frequency test, t-test, ANOVA, hierarchical multiple regression and structural equation model were used. The main findings of this study are as follows. 1. Factors which influence organizational conflict were analyzed. The type of occupation and the year of service were socio-demographic variables which influenced organizational conflict positively. Adjusted R square was 0.03. Perceptions on organizational structure and organizational culture were analyzed with two- level variables that were added. The findings were as follows. Adjusted R square increased to 0.25. The year of service, internal process culture and rational goal culture were positive variables. The design of organizational structure, human relations culture and open system culture were negative variables. 2. Variables which influence organizational commitment were analyzed. Age and the year of service were positive variables, while academic background based on high school education was a negative variable. Adjusted R square was 0.16. Perceptions on organizational structure and organizational culture were analyzed with two-level variables that were added. The findings were as follows. The characteristics of organizational structure, human relations culture and organizational culture were positive variables. Adjusted R square increased to 0.55. The variables of organizational conflict were added in 3 steps. Findings were as follows. The variables of hierarchical conflict showed negative influence and were included in two-level influential variables. Adjusted R square increased to 0.56. 3. Structural equation model was analyzed in order to examine the relation between organizational structure and the variables of organizational culture, organizational conflict and organizational commitment. Thirteen path coefficients out of seventeen path coefficients were significant. Age had negative influence on organizational conflict and positive influence on organizational commitment. The year of service had positive influence on organizational conflict and organizational commitment. The design of organizational structure, human relations culture and open system culture had negative influence on organizational. conflict. They had positive influence on organizational commitment. Internal process culture and rational goal culture had positive influence on organizational conflict. Organizational conflict had negative influence on organizational commitment. The squared multiple correlation of this model was 25.1% in organizational conflict and 52.7% in organizational commitment. The conclusion of this study is as follows. Factors in organizational structure and organizational culture, rather than socio-demographic factors, had a stronger influence on the organizational conflict and organizational commitment of hospitals. In order to decrease organizational conflict, to increase organizational commitment and to maximize the effectiveness of hospital management, it is necessary to understand the overall relation between organizational structure, organizational culture, organizational conflict and organizational commitment, with the effort of improving personalized factors and individual factors of organization management.
본 연구는 이미 발표된 '가로공간의 번화함을 만드는 요소에 관한 연구'와 '가로경관의 이미지 평가에 관한 연구'에서 도출된 결과를 토대로 지속되는 연구로서 가로공간을 구성하는 구조적인자 이외에 어떤 인자가 가로공간의 이미지를 활기차게 조성하는 인자로 영향력 이 있는지를 알아보기 위한 연구이다. 우선, 선행연구 2편에서 연구대상으로 사용되어진 가로 중에서 가로공간의 구조비율(
본 연구는 2011~2019년의 9년간 화훼장식 전문 월간지에 나타난 플라워 주얼리 작품을 추출하고, 추출된 플라워 주얼리 작품을 대상으로 표현유형, 표현기법, 사용된 식물재료와 비식물재료의 종류와 수 등을 작품별, 연도별로 분석하여 국내 플라워 주얼리의 트렌드를 알아보고자 실시하였다. 표현유형별로 살펴보면 머리장식의 경우 20.83%, 목걸이의 경우 57.29%, 귀걸이의 경우 5.21%, 리스트의 경우 10.42%, 기타 6.25%로 총 96작품으로 분석되었다(χ2=94.833, p<.001). 표현기법의 사용빈도를 분석한 결과 각 작품당 머리장식, 목걸이, 리스트는 5~6가지의 표현기법, 귀걸이는 2~4가지의 표현기법을 사용하여 제작되었다. 사용된 표현기법은 소재 결합기법 34.43%, 꽃과 잎의 이용기법 30.17%, 시각적 기법 16.63%, 집단화 기법 14.12%, 테크닉 강조기법 4.26%, 기타 0.39%로 나타났다(χ2=455.222, p<.001). 가장 많이 사용된 기법은 프레이밍 기법 16.63%, 노팅기법 16.44% 순으로 나타났다. 플라워 주얼리에 사용된 식물 재료는 절화의 경우 호접란 22.61%, 천일홍 13.48%, 글로리오사 9.57%, 에피덴드럼7.39%, 왁스플라워 6.96%, 골든볼 4.78% 등으로 나타났다(χ2=718.104, p<.001). 절지의 경우 말채나무 70.00%로 가장 많이 사용되었고, 다래덩굴, 노박덩굴, 능수버들이 각각 10.00% 사용되었다(χ2=10.800, p=.013). 절엽의 경우 엽란 24.65%, 아스파라거스 스마일락스 24.62%, 콩란 11.54%, 러브체인 6.15% 등으로 나타났다(χ2=269.385, p<.001). 열매의 경우 청미래덩굴의 열매 44.44%, 하이페리쿰 33.33%, 미국자리공 11.11% 등으로 나타났다(χ2=11.444, p=.022). 플라워 주얼리 제작에 사용된 비식물재료는 2mm 알루미늄와이어 47.34%, 카파와이어 33.73%, 1mm 알루미늄와이어 10.06% 등으로 나타났다(χ2=186.704, p< .001). 와이어 이외에 진주 53.57%, 리본 12.50%, 스팽글과 깃털 4.14% 등의 순으로 나타났다.
During my stay in the Netherlands, I have studied the following, primarily in relation to the Mokpo Yong-san project which had been studied by the NEDECO for a feasibility report. 1. Unit hydrograph at Naju There are many ways to make unit hydrograph, but I want explain here to make unit hydrograph from the- actual run of curve at Naju. A discharge curve made from one rain storm depends on rainfall intensity per houre After finriing hydrograph every two hours, we will get two-hour unit hydrograph to devide each ordinate of the two-hour hydrograph by the rainfall intensity. I have used one storm from June 24 to June 26, 1963, recording a rainfall intensity of average 9. 4 mm per hour for 12 hours. If several rain gage stations had already been established in the catchment area. above Naju prior to this storm, I could have gathered accurate data on rainfall intensity throughout the catchment area. As it was, I used I the automatic rain gage record of the Mokpo I moteorological station to determine the rainfall lntensity. In order. to develop the unit ~Ydrograph at Naju, I subtracted the basic flow from the total runoff flow. I also tried to keed the difference between the calculated discharge amount and the measured discharge less than 1O~ The discharge period. of an unit graph depends on the length of the catchment area. 2. Determination of sluice dimension Acoording to principles of design presently used in our country, a one-day storm with a frequency of 20 years must be discharged in 8 hours. These design criteria are not adequate, and several dams have washed out in the past years. The design of the spillway and sluice dimensions must be based on the maximun peak discharge flowing into the reservoir to avoid crop and structure damages. The total flow into the reservoir is the summation of flow described by the Mokpo hydrograph, the basic flow from all the catchment areas and the rainfall on the reservoir area. To calculate the amount of water discharged through the sluiceCper half hour), the average head during that interval must be known. This can be calculated from the known water level outside the sluiceCdetermined by the tide) and from an estimated water level inside the reservoir at the end of each time interval. The total amount of water discharged through the sluice can be calculated from this average head, the time interval and the cross-sectional area of' the sluice. From the inflow into the .reservoir and the outflow through the sluice gates I calculated the change in the volume of water stored in the reservoir at half-hour intervals. From the stored volume of water and the known storage capacity of the reservoir, I was able to calculate the water level in the reservoir. The Calculated water level in the reservoir must be the same as the estimated water level. Mean stand tide will be adequate to use for determining the sluice dimension because spring tide is worse case and neap tide is best condition for the I result of the calculatio 3. Tidal computation for determination of the closure curve. During the construction of a dam, whether by building up of a succession of horizontael layers or by building in from both sides, the velocity of the water flowinii through the closing gapwill increase, because of the gradual decrease in the cross sectional area of the gap. 1 calculated the . velocities in the closing gap during flood and ebb for the first mentioned method of construction until the cross-sectional area has been reduced to about 25% of the original area, the change in tidal movement within the reservoir being negligible. Up to that point, the increase of the velocity is more or less hyperbolic. During the closing of the last 25 % of the gap, less water can flow out of the reservoir. This causes a rise of the mean water level of the reservoir. The difference in hydraulic head is then no longer negligible and must be taken into account. When, during the course of construction. the submerged weir become a free weir the critical flow occurs. The critical flow is that point, during either ebb or flood, at which the velocity reaches a maximum. When the dam is raised further. the velocity decreases because of the decrease\ulcorner in the height of the water above the weir. The calculation of the currents and velocities for a stage in the closure of the final gap is done in the following manner; Using an average tide with a neglible daily quantity, I estimated the water level on the pustream side of. the dam (inner water level). I determined the current through the gap for each hour by multiplying the storage area by the increment of the rise in water level. The velocity at a given moment can be determined from the calcalated current in m3/sec, and the cross-sectional area at that moment. At the same time from the difference between inner water level and tidal level (outer water level) the velocity can be calculated with the formula
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
The wall shear stress in the vicinity of end-to end anastomoses under steady flow conditions was measured using a flush-mounted hot-film anemometer(FMHFA) probe. The experimental measurements were in good agreement with numerical results except in flow with low Reynolds numbers. The wall shear stress increased proximal to the anastomosis in flow from the Penrose tubing (simulating an artery) to the PTFE: graft. In flow from the PTFE graft to the Penrose tubing, low wall shear stress was observed distal to the anastomosis. Abnormal distributions of wall shear stress in the vicinity of the anastomosis, resulting from the compliance mismatch between the graft and the host artery, might be an important factor of ANFH formation and the graft failure. The present study suggests a correlation between regions of the low wall shear stress and the development of anastomotic neointimal fibrous hyperplasia(ANPH) in end-to-end anastomoses. 30523 T00401030523 ^x Air pressure decay(APD) rate and ultrafiltration rate(UFR) tests were performed on new and saline rinsed dialyzers as well as those roused in patients several times. C-DAK 4000 (Cordis Dow) and CF IS-11 (Baxter Travenol) reused dialyzers obtained from the dialysis clinic were used in the present study. The new dialyzers exhibited a relatively flat APD, whereas saline rinsed and reused dialyzers showed considerable amount of decay. C-DAH dialyzers had a larger APD(11.70
본(本) 시험(試驗)은 기상환경(氣象環境) 및 예취관리(刈取管理)가 주요(主要) 북방형(北方型) 목초(牧草)의 물질생산성(物質生産性)과 에너지가치(價値)에 미치는 영향(影響)을 구명(究明)코자 한국(韓國)의 Suweon, Cheju 및 Taekwalyong과 서독(西獨)의 Freising 및 Braunschweing에서
본 연구는 가시연꽃(Euryale ferox Salisbury)을 구성종으로 하는 연못의 식재기반 조성을 위한 기초자료 획득을 목적으로, 전라북도 내의 가시연꽃 자생지 14곳에 대한 문헌 및 현장조사를 통해 자생지 식물상과 식생환경에 대한 조사분석을 통해 다음과 같은 결과를 얻었다. 1. 가시연꽃 생육지 14곳의 전체 식물상은 79과 211속 298종 2아종 30변종 6품종으로 총 336분류군이 확인되었으며, 정수성 수생식물은 17분류군, 부엽성은 가시연꽃을 포함하여 7분류군, 부유성은 5분류군 그리고 침수성 수생식물은 2분류군으로 분류되었다. 수생식물만을 대상으로 한 유사도분석 결과, 가장 유사도가 높은 정읍 한성지와 고창 석남저수지에서는 가시연꽃 이외에 부엽성식물로 연꽃과 마름이 동일하게 서식하고 있다. 따라서 가시연꽃을 주소재로 한 연못 조성시 연과 마름은 동반식물로서 생태적 지위를 보이는 것으로 파악된다. 2. 생육형별 수생식물의 출현빈도를 살펴보면, 가시연꽃 이외에 정수성식물인 뚜껑덩굴과 갈대가 각각 11회 출현하여 78.6%의 높은 빈도를 보였으며 부엽성 수생식물인 마름이 10회(71.4%), 줄이 8회(57.1%) 출현하였다. 이밖에 고마리, 겨풀, 마름, 개구리자리, 물피, 매자기, 연꽃, 어리연꽃의 순으로 출현율이 높았다. 3. IUCN 평가기준에 따른 조사대상 가시연꽃 생육지에서 발견된 희귀식물은 가시연꽃과 함께 취약종(VU)인 통발, 이외에 약관심종(LC)인 새박, 자라풀, 물질경이 등 3분류군으로 도합 5분류군이 확인되어 가시연꽃 활용 연못시 도입이 가능한 희귀식물로 분류되었다. 4. 가시연꽃 자생지의 군락유형은 대부분 가시연꽃군락이었으며 군산의 대위저수지는 마름+가시연꽃+어리연꽃군락으로 정의하였다. 자생지별 가시연꽃의 녹피율은 0.03에서 36.50으로 상당히 큰 편차를 보였으며 평균 녹피율은 9.8로 계상됨에 따라 연못 조성시 가시연꽃의 녹피율을 10% 이하의 수준으로 유지하는 것이 합리적으로 판단된다. 5. 조사대상지별 가시연꽃 자생지와 인접한 식생군락으로는 나도겨풀군락 3개소, 마름군락과 줄군락이 각각 2개소, 연꽃군락, 어리연꽃+부들군락, 마름+연꽃군락, 자라풀군락, 나도겨풀+털물참새피군락 1개소 그리고 가시연꽃+마름군락 1개소 등으로 각 저수지마다 입지조건 등에 따라 다소의 차이를 보였다. 따라서 이러한 결과는 가시연꽃을 주요 구성종으로 하는 연못의 식재설계시 동반 부엽식물의 선정 및 식피율 배분에 반영해야 할 지침으로 제안한다.