• 멤브레인
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• 제13권1호
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• pp.20-28
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• 2003

본 연구에서는, 혈관 내 폐 보조장치를 설계할 때 혈액의 압력손실에 대한 영향을 받지 않는 최적의 설계조건을 찾기 위하여 압력손실을 예측할 수 있는 관계식을 유도하고자 하였다. 정맥 내경의 직경을 3 cm로 고정하고 삽입되는 중공사 개수의 변화에 따른 압력손실을 측정하였으며 실험에 의하여 얻어진 압력손실과 장치의 전면면적과의 상관관계를 curve fitting을 통하여 유도하였고, 유도되어진 관계식을 이용하여 정맥 내에 삽입되는 중공사 개수의 변화에 따른 압력손실을 예측하였다. 그리고 실험을 통하여 예측되어진 값과 비교 검토하여 유사성을 찾고자 하였다. 실험결과 장치에서 액체 유속의 변화에 따라 압력손실은 2차 함수 형태로 변화됨을 알 수 있었다. 또한 장치의 전면면적이 감소하면 압력손실은 증가하였고 충진율이 증가하면 압력손실도 증가함을 알 수 있었다. 장치 내에서의 압력손실에 대한 관계식을 장치의 전면면적과 충진율의 함수로 유도할 수 있었으며, 관계식에 의하여 압력손실을 예측할 수 있었다. 또한, 실험에 의한 압력손실과 비교하였을 때 유사한 경향성을 보여 줌으로써 압력손실 예측의 신뢰성을 얻을 수 있었다.

• 한국수자원학회논문집
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• 제41권3호
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• pp.265-276
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• 2008

수공구조물의 설계를 위해서는 충분한 기간의 관측자료가 필요하지만, 우리나라의 수문자료는 대부분 충분한 수의 관측자료를 보유하고 있지 못하는 실정이다. 따라서 본 연구에서는 핵밀도함수를 이용한 비동질성 Markov 모형을 통해 시간강수량 자료를 모의하였다. 첫 번째로 시간강수량 자료에 변동핵밀도함수를 이용하여 천이확률을 산정하였으며, 두 번째로 난수와 천이확률을 통해 강수가 발생하는 시간을 결정하였다. 세 번째로 강수가 발생한 시간의 강수량의 크기를 핵밀도함수를 통해 추정하였다. 분석결과에서 모의된 시간강수량은 관측시간강수량과 비슷한 통계적 특성을 보이고 있는 것으로 나타났다. 또한, 시간강수량의 모의발생을 위하여 산정한 천이확률을 이용해 강수의 무차원시간분포곡선을 유도하였다.

• 한국식품과학회지
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• 제29권2호
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• pp.273-278
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• 1997

몇가지 채소류(오이, 무우, 마늘, 생강 및 감자)의 펀치특성을 살펴보기 위하여 식품물성 측정기로 일정하게 힘을 가하면서 힘-거리-시간 간의 관계를 살펴보고 성분함량 및 세포특성과의 관계를 살펴본 결과는 다음과 같다. 힘-거리 및 거리-시간 곡선 상에는 많은 변곡점 및 파괴점이 관찰되었으며, 이는 시료의 구성세포가 가해진 힘에 대해 저항 또는 항복할때 나타나는 현상으로 탐침속도가 느릴때 크고 분명하였다. 파괴점까지 힘-시간 및 거리-시간에 대한 회귀분석 결과 상관계수는 0.95이상이었다. 탐침이 시료를 관통하는 시간과 그때의 힘은 생강이 5.63초 및 4.88 N으로 컸고 오이가 4.15초 및 2.00 N으로 작았으며, 탐침속도가 빠를 수록 더 많은 파괴힘을 필요로 하였다. 상관관계 분석결과 세포가 클수록 수분함량이 많고 파괴거리가 커지며, 세포의 규칙성, 시료의 즙액, 조밀도와 힘-시간 간의 기울기는 작아지는 관계를 보였다. 비중이 클수록 파괴힘, 거리 및 시간은 작아졌으며, 거리-시간곡선의 기울기는 힘-시간곡선의 기울기와 반비례 관계가 있었다.

• 한국산림과학회지
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• 제109권2호
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• pp.202-210
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• 2020

본 연구는 일본잎갈나무 임분의 안정성을 고려한 임분밀도 관리의 적정 수준을 탐색하기 위해 수행하였다. 분석에 활용된 조사 표본점 259개소의 자료를 통해 임분밀도관리도를 개발하였고, 이를 이용하여 상대수확량지수(Relative yield index: Ry)와 형상비(Height-to-diameter ratio: H/D)간의 관계 구명을 통해 임분밀도 관리의 적정 수준을 찾고자 하였다. 추정된 임분밀도관리도의 설명력(R²)은 0.600으로 나타났다. 상대수확량지수와 세장목의 출현비율의 관계 분석 결과, 일정임분밀도 이상에 도달할 경우 세장목의 비율이 급격히 증가하였고, 해당 곡선에서의 상대수확량지수(Ry)의 임계값은 0.63으로 분석되었다. 본 연구의 결과는 풍해, 설해와 같은 자연적인 피해를 저감 할 수 있는 임분 관리 전략 수립과 경제림의 생산력 향상을 위한 임분 시업체계 개발에 기여할 것으로 사료된다.

• 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.

• 한국도로학회논문집
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• 제17권3호
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• pp.27-33
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• 2015

PURPOSES : To ensure appropriate RCC properties with sufficient strength development and workability, it is necessary to secure a proper level of consistency. It is also necessary to secure maximum dry density, which is an important factor for increasing the interaction of aggregate interlocking, leading to an augmentation of RCC strength. On the other hand, the dry density of RCC can be changed owing to the compaction conditions, water content, and particle size distribution. A Proctor test and a modified Proctor test were used for determining the optimum water content needed to achieve maximum dry density with different amounts of compaction energy. A Vebe test, on the other hand, was used for checking the level of consistency, which is important for producing a workable mixture. METHODS : To confirm the degree of compaction at various particle sizes, RCC mixtures with different sand/aggregate ratios were evaluated. The Proctor test and modified Proctor test were applied to these mixtures to check the effect of the aggregate gradation and compaction energy on the maximum dry density and optimum water content. During each test, three specimens were produced for all types of water content under each aggregate gradation. A compaction curve and the optimum water content and maximum dry density for each aggregate gradation were then obtained for both tests. The range of water content for the appropriate consistency of each aggregate gradation was determined through a Vebe test. The optimum water content was then evaluated based on this range. RESULTS : The compaction test results show that the modified Proctor test provides a higher maximum dry density and lower optimum water content compared with the standard Proctor test. For the modified Proctor test, two cases of aggregate gradation (s/a = 30% and 70%) had the optimum water contents outside of the appropriate water content range. For the standard Proctor test, on the other hand, none of aggregate gradations provided the optimum water content within the desired range. CONCLUSIONS : The modified Proctor test should be used for an RCC mixture design because it can provide adequacy between maximum dry density and consistency. Moreover, the compaction roller has become highly developed for higher compaction energy.

• Journal of Forest and Environmental Science
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• 제38권3호
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• pp.174-183
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• 2022

The study aims to examine population indices of mature trees in Jebel Elgarrie forest, Blue Nile State, Sudan. We used remote sensing techniques to stratify the forest into vegetation classes depending on tree density. We distributed 97 circular sample plots (0.1 ha) proportionally to the area of the vegetation classes. In each sample plot we identified, counted and recorded all mature trees (DBH ≥10 cm). We calculated frequency, density, abundance, richness, evenness and diversity for each species and we drew abundance rank curve of mature trees. We used One-Way ANOVA to test for differences (α=0.05) in mean density (No./ha) of mature trees between vegetation classes. Results revealed that the forest was conveniently sub-divided into high density (C1), medium density (C2), low density (C3) and bare farm land (C4) classes. We identified fifteen tree species that belong to 10 families and 14 genera. Combretaceae and Fabaceae were the common families while Anogeissus leiocarpa was the most frequently occurring species. While species diversity varied between vegetation classes, diversity of the forest as a whole is low. While mean density of mature trees in C1, C2, C3 and C4 it was 100, 74, 10, and 0, respectively, it was 54 for the whole forest indicating low stocking, Following One-Way ANOVA, multiple comparisons revealed significant differences in mean density of mature trees between C1 & C3 and C2 & C3. The study provided empirical results on population indices of mature tree species, which would be of importance for successful management and conservation of the forest.

• 한국정밀공학회:학술대회논문집
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• 한국정밀공학회 2005년도 춘계학술대회 논문집
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• pp.1691-1694
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• 2005

The fatigue characteristic of a material or a structure is derived from fatigue tests of standard specimens. However test results of standard specimens are very different from those of real structures or components. Therefore, to calculate more accurate fatigue life, the geometrical effect and surface condition must be considered by comparing test results of standard specimens with those of real structures or components. Thus the object of this paper is to evaluate the fatigue characteristic of a real waterwork pipe by conducting fatigue tests with standard specimens and non-standard(plate-shaped) specimens of base metal and weld metal. Also, to evaluate fatigue characteristic based on life distribution, statistical fatigue characteristic was analyzed by the normal distribution and related data of P-S-N curve.

• 한국분말재료학회지
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• 제21권1호
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• pp.7-15
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• 2014

This study investigated the densification behavior of rhenium alloys including W-25 wt.%Re and Re-2W-1Ta (pure Re) during sintering. The dilatometry experiments were carried out to obtain the in-situ shrinkage in $H_2$ atmosphere. The measured data was analyzed through shrinkage, strain rate and relative density, and then symmetrically treated to construct the linearized form of master sintering curve (MSC) and MSC as a well-known and straightforward approach to describe the densification behavior during sintering. The densification behaviors for each material were analyzed in many respects including apparent activation energy, densification parameter, and densification ratio. MSC with a minimal set of preliminary experiments can make the densification behavior to be characterized and predicted as well as provide guideline to sinter cycle design. Considering the results of linearized form and MSC, it was confirmed that the W-25 wt.%Re compared to Pure Re is more easily densified at the relatively low temperature.

• 한국수소및신에너지학회논문집
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• 제14권1호
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• pp.61-68
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• 2003

This paper presents the methodology to analyze flow duration characteristics and performance prediction technique for small hydro power(SHP) Plants and its application. The flow duration curve can be decided by using monthly rainfall data at the most of the SHP sites with no useful hydrological data. It was proved that the monthly rainfall data can be characterized by using the cumulative density function of Weibull distribution and Thiessen method were adopted to decide flow duration curve at SHP plants. And, the performance prediction technique has been studied and development. One SHP plant was selected and performance characteristics was analyzed by using the developed technique, Primary design specfications such as design flowrate, plant capacity, operational rate and annual electricity production for the SHP plant were estimated, It was found that the methodology developed in this study can be a useful tool to predict the performance of SHP plants and candidate sites in Korea.