• 대한지리학회지
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• 제48권1호
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• pp.19-36
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• 2013

이 연구에서는 지난 58년(1954~2011년) 동안의 관측 자료를 보유한 14개 기상관측소의 일평균 상대습도, 일평균 수증기압을 분석하여 도시 규모별 습도 변화를 파악하였다. 연평균 상대습도는 분석기간 동안 지속적으로 감소하는 경향이며, 도시에서 비도시보다 감소하는 경향이 뚜렷하다. 계절별로는 봄철과 겨울철에 상대습도가 감소하는 경향이 뚜렷하고, 여름철에는 변화율이 작다. 연평균 수증기압은 변화 경향이 뚜렷하지 않고, 도시 규모에 의한 변화율 차이가 명확하지 않다. 상대습도와 평균기온 사이에는 음의 관계가 있으며, 도시 규모에 따른 상대습도 차이가 통계적으로 유의하였다. 상대습도와 수증기압 사이에는 양의 관계가 있지만, 도시 규모에 따른 수증기압의 차이가 뚜렷하지 않다. 한국에서 상대습도가 감소하는 경향은 도시화에 의한 기온상승 경향과 상당히 일치하지만, 수증기압의 변화는 뚜렷하지 않다.

• 설비공학논문집
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• 제2권2호
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• pp.137-141
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• 1990

When the relative humidity is measured with an aspirated psychrometer, three factors, which affect the measurement of relative humidity, are atmospheric pressure, the size of wet element and the wind velocity. This paper investigated the effects of the above three factors, and the computer code was developed in order to enhance the accuracy of the relative humidity measurement. As results, it is found that the relative humidity decreases by 6%RH with increasing atmospheric pressure from 650 mbar to 1100 mbar. It is found that the relative humidity drops down when the size of the wet element increases, though the effect of the size of the wet element is not significant. Finally, relative humidity increases with the increasing wind velocity. The difference between the psychrometic table in the present KS and the present results is about 2%RH maximum. As a conclusion, the three factors mentioned above should be considered in order to secure accurate measurement of relative humidity.

• 응용통계연구
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• 제28권3호
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• pp.477-483
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• 2015

본 연구에서는 계속조사에서 과거의 조사결과에서 얻은 추정값의 상대표준오차를 이용한 표본크기 결정 문제에 대하여 실제 사업체 조사자료를 활용하여 살펴보았다. 통계청 사업체 조사결과 중 건설업을 모집단으로 이용하여 표본크기를 500에서 3,000까지 500씩 증가시켜가면서 표본을 1,000개씩 단순임의추출 또는 층화추출하여 추출된 각 표본으로부터 상대표준오차들의 사분위수를 계산하였다. 그리고 이들 값들을 토대로 계속조사에서 시점 (t-1)에서의 상대표준오차를 이용한 시점 t에서의 표본크기를 추출법에 따라 구하였다. 그 결과 단순임의추출의 경우는 층화추출의 경우보다 시점 (t-1)에서의 상대표준오차들의 크기에 따라 표본크기가 매우 크게 차이가 나타남을 알 수 있었으며, 층화추출의 경우도 어떻게 층화를 하느냐에 따라 표본크기에 차이가 있을 수 있음을 알 수 있었다. 따라서 계속 조사에서 과거의 조사결과에서 얻은 추정값의 상대표준오차를 이용한 표본크기 식을 활용하는데 있어서 세심한 주의가 필요함을 확인할 수 있었다.

• 아동학회지
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• 제23권4호
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• pp.21-33
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• 2002

In this study of age differences in the correct judgment of relative size and size comparison strategies, 114 three-, four-, and five-year-old children were asked to judge the relative size of 2 figures. Findings were that older children judged size comparison more correctly than younger children. The 5-year-old children used the strategy of superimposition more frequently than younger children, though children in all age groups most frequently used the strategy of one sided comparison with one side of each figure touching the other. The strategy in which one figure is put on top another with a general shape adjustment led most frequently to correct judgment of the relative size of 2 figures.

• 한국입자에어로졸학회지
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• 제9권2호
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• pp.69-78
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• 2013

In this study, the atmospheric aerosol concentration measured at different relative humidity levels was analyzed. Using an optical particle counter, PM10 and PM2.5 concentration as well as particle size distribution were measured and the relation between these size resolved data and relative humidity was studied. The results showed that mass concentration increases as relative humidity increases. The comparison between PM1, PM2.5 and PM10 showed that the fine particles grow more than coarse particles as relative humidity increases. The results also showed that PM10-2.5 and relative humidity do not show close correlation, which means that the mass increase of PM10 at high relative humidity is mainly due to the growth of PM2.5.

• Geomechanics and Engineering
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• 제1권1호
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• pp.97-112
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• 2009

The interactions between a granular pile and raft placed on top are investigated using the continuum approach. The compatibility of vertical and radial displacements along the pile - soil interface and of the vertical displacements along the raft - top of ground interfaces are satisfied. Results show that consideration of radial displacement compatibility does not influence the settlement response of or sharing of the applied load between the granular pile and the raft. The percentage load carried by the granular pile (GP) increases with the increase of its stiffness and decreases with the increase of the relative size of raft. The normal stresses at the raft - soil interface decrease with the increase of stiffness of GP and/or relative length of GP. The influences of GP stiffness and relative length of GP are found to be more for relatively large size of raft. The percentage of load transferred to the base of GP increases with the increase of relative size of raft.

• Bulletin of the Korean Chemical Society
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• 제28권4호
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• pp.613-618
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• 2007

Pollens are known to be an allergen. They penetrate human respiratory system, triggering a type of seasonal allergic rhinitis called pollen allergy (hey fever). The purpose of this study is to test two field-flow fractionation (FFF) techniques, gravitational FFF (GrFFF) and sedimentation FFF (SdFFF), for their applicability to sizecharacterization of micron-sized pollens. Both GrFFF and SdFFF are elution techniques, providing sequential elution of particles based on size. They allow the size distribution as well as the mean size of the sample to be determined from the elution time. In this study, GrFFF and SdFFF were used to determine the size distribution of Paper Mulberry and Bermuda Grass pollens. For the Paper Mulberry pollen, the mean size obtained by GrFFF is 12.7 μm, and agrees rather well with the OM data with the relative error of 8.0%. For the Bermuda Grass pollen, the mean size obtained by GrFFF is 32.6 μm with the relative error of 12.3%. The mean sizes determined by SdFFF are 12.4 (relative error = 10.1%) and 27.1 μm (relative error = 5.2%) for the Paper Mulberry and the Bermuda Grass pollen, respectively. Although SdFFF tends to yield more accurate size distribution due to lower band broadening under the field strength higher than 1 G, the sizes determined by GrFFF were not significantly different from those by SdFFF.

• 한국농공학회논문집
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• 제54권4호
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• pp.137-145
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• 2012

Sand is one of the essential materials used for social infrastructure construction such as embankment, landfill and backfill. It was known that mechanical properties and shear strength of sand are closely related to relative density. Therefore it is very important to determine accurate relative density. In this study, Portable Cone Penetration Tester (PCPT) was used to estimate the relative density and the internal friction angle of sand. PCPT cone-tip resistance ($q_c$) was measured changing the relative density of the two soil samples.Standard sand (JMJ) and Busan sand (BS). Also, a direct shear test was performed to investigate relationship between relative density and internal friction angle. The size and shape of soil particles were confirmed by using Scanning Electron Microscope (SEM). As a result, the log value of $q_c$ was linearly correlated with relative density and internal friction angle. In particular, the internal friction angle of BS sample was greater than that of JMJ, which was due to difference of the shape and mean size of particles. This result shows that it is important to determine the shape and size of particles as well as relative density to define mechanical property of sand. Through this study, it can be more effectively and conveniently to investigate relative density and shear strength of sand by using PCPT in situ.

• Geomechanics and Engineering
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• 제22권2호
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• pp.165-171
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• 2020

Laboratory determination of strength and deformation behavior of clean sands and gravels has always been challenging due to the difficulty in obtaining their undisturbed samples. An alternative solution to this problem is to develop correlations between mechanical properties of cohesionless soils and their gradation characteristics. This study presents database of 3 natural sands with 11 varying particle size gradation curves to allow investigating relationships between mean particle size, maximum and minimum void ratio, relative density and shear strength of the test soils. Direct shear tests were performed at relative densities of 50, 75 and 95% to explore the effects of gradation and density on the angle of internal friction of the modeled sand samples. It is found that the mean grain size D₅₀ bears good correlations with void ratio range (e_max - e_min) and peak angle of internal friction 𝜙'_peak. The generated regression models are in good agreement with published literature and can be considered as reliable for natural sands in Pakistan. These empirical correlations can save considerable time and efforts involved in laboratory and field testing.

• 한국지반공학회논문집
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• 제16권1호
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• pp.221-226
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• 2000

단일 균열시스템에서 간극 크기에 따른 상대투과도의 변화 특성을 측정하기 위해 본 연구에서는Hele-Shaw평판 형태의 유리 평판을 제작하여 실험을 수행하였다. 평판의 재질은 유동 양상 관찰을 위해 유리를 사용하였고, 간극 크기는 실제 현장에서 관측되는 30에서 $120\mum$ 사이의 범위에서 7가지 경우를 설정하여 정상유동법에 의한 실험을 수행하였다. 또한 실험 측정결과에 대한 보다 정확한 포화도 계산 및 분석의 편의를 위해 디지털 영상 편집법 (digital image process technique)을 이용한 해석모델을 개발ㆍ이용하였으며, 균열에서의 2상 유체유동 양상에 직접적인 영향을 미치는 간극크기와 매질의 표면 특성을 나타내는 임계포화도를 이용하여 단일 균열에 대한상대투과도 실험관계식을 도출하였다.