• Journal of Korea Foresty Energy
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• 제18권2호
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• pp.92-99
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• 1999

This study was carried out to understand the primary production of biomass, vertical biomass distribution in the stand and the difference of biomass production for part of the trees by stand density for natural Pinus densiflora forest at Mt. Baekdoo located in northeastern China. The primary production of biomass was estimated by the layers of trees, shrubs, herbs for five density classes. For the biomass estimation of the Pinus densiflora trees in stern, stembark and the above-ground tree, the regression model of logW = a + blog(D$^2$H) + c(D$^2$H) was adapted for all of the density classes where W is dry weight, D$_1$ diameter at breast height, and H, tree height. For the biomass estimation in branch and needle, and the needle area, the regression model of logW=a+blogD+cD was adapted for all of the density classes. With increasing stand density the biomass of trees increased but that of shrubs and herbs decreased. Net primary production of biomass in parts of the tree also increased with increasing stand density. However the percentage of the needle biomass among the total biomass in the above-ground tree decreased with increasing stand density. Consequently, primary production rate of biomass in the above-ground tree increased. The primary production of biomass for each part of the trees in natural Pinus densiflora natural forests showed in descending order : stern, needle, branch, and stembark regardless of stand density.

• Geotechnical Engineering
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• 제10권4호
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• pp.167-180
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• 1994

A series of long term consolidation tests were conducted under loading -unloading and loading(pc) -unloading(p.) -reloading(p,) conditions using reconstituted clay in order to investigate the effect of stress history on secondary consolidation characteristics and the applicability of the secondary consolidation model suggested by Bjerrum to overconsolidated clays. According to the test results, the secondary compression settlement affected by the stress history in the first half of experimental period and the coefficient of secondary compression, C‥‥ is dependent on overconsolidation ratio, OCR(p,1 p.), maBium OCR (p./p.), and unloading duration time. Moreover the coefficient of secondary consolidation in the latter half of experimental period Cn is mainly affected by OCR and it gradually reduces with OCR increment. Finally the comparison of the experimental results with the Bjerrum model indicates that the Bjerrum model can be applied beyond certain range of stress history in the overconsolidated clay.

• Proceedings of the Korean Vacuum Society Conference
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• 한국진공학회 2012년도 제42회 동계 정기 학술대회 초록집
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• pp.517-517
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• 2012

높은 전력 효율과 간단한 매칭 네트워크의 구조 등 많은 장점을 갖고 있는 직경 560 mm 페라이트 챔버가 대면적 웨이퍼에 대응하기 위해 개발 되었다. 플라즈마 소스원이 챔버 외곽에 위치해 있는 구조적 특성으로 인하여 아르곤 가스 방전 시 플라즈마 밀도 분포는 챔버 중앙부가 낮게 나타나는 볼록한 모양으로 형성 되는데 헬륨 가스를 적절히 혼합할 시에 밀도 분포가 변화가 관찰된다. 헬륨 가스 혼합 비에 따라 플라즈마 밀도 분포는 균일도가 매우 높아 질 수 있으며 60% 이상의 혼합비에서는 중앙 부분의 밀도가 최대치로 역전되는 오목한 밀도 분포가 나타나기도 한다. 이는 헬륨 가스의 대표적인 특징인 가벼운 질량과 높은 이온화 에너지 등에 기인하는데 이러한 특징을 갖는 헬륨 가스를 주입하게 되면 전자의 energy relaxation length가 늘어나게 되며 ambipolar diffusion 계수가 증가하게 된다. 랑뮈어 프로브를 이용하여 측정된 플라즈마 밀도 분포 변화는 앞서 계산 된 energy relaxation length 및 ambipolar diffusion 계수들의 변화로 설명된다.

• Journal of Korean Society of Transportation
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• 제22권3호
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• pp.179-201
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• 2004

Online traffic flow modeling is attracting more attention due to intelligent transport systems and technologies. The flow-density relation plays an important role in traffic flow modeling and provides a basic way to illustrate traffic flow behavior under different traffic flow and traffic density conditions. Until now the research effort has focused mainly on the shape of the relation. The time series of the relation has not been identified clearly, even though the time series of the relation reflects the upstream/downstream traffic conditions and should be considered in the traffic flow modeling. In this paper the flow-density relation is analyzed dynamically and interpreted as a states diagram. The dynamic flow-density relation is quantified by applying fuzzy logic. The quantified dynamic flow-density relation builds the basis for online application of a macroscopic traffic flow model. The new approach to online modeling of traffic flow applying the dynamic flow-density relation alleviates parameter calibration problems stemming from the static flow-density relation.

• 한국방재학회:학술대회논문집
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• 한국방재학회 2007년도 정기총회 및 학술발표대회
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• pp.353-356
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• 2007

Asphalt pavements of the airport in service were monitored to construct new runway and taxiway and longitudinal cracks were found on the pavements. The sources of the longitudinal cracks were the low density which was caused by the longitudinal cold joint with asphalt Pavement constructions and the excessive loads of aircraft. Therefore, the echelon paving method using a 12m-wide screed finisher was used to eliminate longitudinal cracks. When the echelon paving is used, construction of the longitudinal joint is changed so that the compaction of the unconfined edge of the first lane is delayed until the second lane is placed. In conclusion, the use of this construction method results in the density of the longitudinal joint being equal to that of the adjacent mat.

• Proceedings of the Korean Society of Crop Science Conference
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• 한국작물학회 2021년도 춘계학술대회
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• pp.110-110
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• 2021

• Proceedings of the Korea Water Resources Association Conference
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• 한국수자원학회 2008년도 학술발표회 논문집
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• pp.1169-1173
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• 2008

국내의 유역은 대부분 상류부는 산지 하류부는 평야지로 구성되어 있으며, 산지가 많은 유역에서는 일정기간 동안 내린 강우량이 시 공간적으로 매우 다르다. 특히 최근에는 국소지역에 강우가 집중하는 특성을 보이고 있기 때문에 한 유역에서도 지역적으로 많은 양적 차이를 보이고 있어 유역평균강우량은 강우관측소의 공간적 분포 및 밀도에 따라 크게 달라질 수 있다. 따라서 정확한 유역평균강우량을 산정하기 위해서는 한유역에 강우관측소가 고루 분포되어 있고 밀도가 높아야 가능하며, 유출률 역시 보다 정확히 산정할 수 있다. 또한 정확한 유출률 산정은 하천에서 직접 측정된 유량자료 및 수위-유량관계곡선의 적정성을 평가할 수 있게 한다. 따라서 본 연구에서는 섬진강 유역을 대상으로 강우관측소의 공간분포 및 밀도에 따른 유역평균강우량과 유출률 변화를 검토하였다. 유역평균강우량을 산정하기 위해 강우자료는 섬진강 유역 내 외에 위치한 기상청 및 건교부 강우관측소의 강우자료를 이용하였다. 하천 유출량은 2007년에 섬진강에서 유량측정이 실시된 3개 지점의 수위-유량관계곡선식을 이용하여 산정하였다.

• Proceedings of the Korea Water Resources Association Conference
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• 한국수자원학회 2008년도 학술발표회 논문집
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• pp.1838-1842
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• 2008

본 연구에서는 하구 유입 하천에서 발생하는 염수쐐기의 형상 및 거동특성을 구명하기 위하여 정상상태 염수쐐기 실험을 수행하였다. 길이에 비해 상대적으로 폭이 좁은 개수로의 상류부분에는 담수를 지속적으로 공급할 수 있는 담수공급장치를 설치하였고, 정상상태의 염수쐐기를 발생시키기 위하여 염수수조 측면에 지속적으로 염수를 공급할 수 있는 염수공급수조를 설치하였다. 실험조건은 담수 방류량과 이층류의 밀도차의 영향을 고려한 밀도프루드수(densimetric Froude number)를 기준으로 선정하였다. 실험결과 각 케이스별 염수쐐기의 형상은 중앙부에서 약간의 산포된 양상을 제외하고는 거의 선형을 이루는 것으로 관찰되었다. 경계층의 형상과 두께는 이층류의 농도장을 측정하고 밀도변동성분을 고려한 표준편차를 통하여 산정하였다. 그리고 염수쐐기의 선단부에 해당하는 리차드슨수와 경계층 두께와의 비교 등을 통해서 경계층의 양상을 파악하였다.

• Journal of the Korean Institute of Gas
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• 제17권6호
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• pp.52-57
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• 2013

In this study, the strain energy density, stress and deformation behaviors have been analyzed as functions of a thickness and a force area of protective helmets with and without an extruder on the top of the shell structure using the finite element method. The strain energy density in which is related to the absorption capacity of an impact energy transfer is one of a key element of the helmet safety. The FEM analyzed results show that when the impulsive force of 4,540N is applied on the top surface of the helmets, the maximum stress is linearly reduced for an increased area of impact forces. But, the maximum strain energy density has been reduced for the increased force area. The reduced strain energy density may increase the impulsive forces transferred to the head and neck of helmet wearers, which may decrease the impact energy absorption safety of the helmets. In thus, it is safer design of the helmet in which has an extruded structure on the summit surface, but the modified helmet may decrease the impact energy absorption capacity.

• KOREAN JOURNAL OF CROP SCIENCE
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• 제40권2호
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• pp.195-202
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• 1995

This experiment was performed to characterize the optimum water table level for the growth and yield of barley(var. Olbori) and wheat(var, Grumil), Olbori and Grumil were grown in the 550 liter plastic pot filled with silt loam or sandy loam, During the whole growth period, the water table adjusted to be 20, 30, 40, 50, and 70cm, Higher water table was resulted in the decrease in plant height and top dry weight, but in the increase of the ratio of top to root dry weight, especially in barley, This suggested that high water table level affected more the growth of top than that of root, The number and area of green leaves were decreased as the water table was higher than 30 to 40cm at the late growth period(May 18, 1993), The largest number and area of green leaves were shown at 50cm of water table in sandy loam and at 70cm in silt loam, As the water table was high, the leaf chlorophyll content was low, And barley was affected more significantly than wheat by soil texture, The photosynthetic activity was decreased remarkably at 20cm water table, Heading period was 2 to 3 and 4 days earlier at the 20cm water table of sandy loam in barley and wheat, respectively, However this earlier heading was not shown in silt loam, Grain filling was accelerated 5 to 7 days earlier in barley and 10 days in wheat grown at 20cm water table, The highest yield was present at 50 and 70cm water table, The yield was decreased remarkably at 20cm water table, resulting that yield reduction ratio of barley was 71.1% and 72, 2%, and that of wheat was 41.0% and 60, 0% in sandy loam and silt loam, respectively, High water table decreased the number of spike per unit area, but increased the seed weight per spike in barley, However, High water table reduced the seed weight per spike in wheat. There was significant correlation between yield and leaf chlorophyll content in wheat and barley, Yield was correlated significantly with green leaf area in barley, and with top dry weight, ratio of top to root dry weight chlorophyll content and photosynthetic activity in wheat. The optimum water table was 50 to 70cm in wheat and barley, They grew fairly well at 30cm water table of sandy loam, and at 40cm of silt loam.