• 임산에너지
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• 제19권1호
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• pp.7-12
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• 2000

본 실험은 광도가 곰솔(Pinus thunbergii Parl.) 유묘의 생장과 물질생산에 어떠한 영향을 미치는 가를 알고자 자연전광이 100, 50, 30, 10% 및 2%로 조절된 야외포지에서 1997년 5월부터 1998년 10월까지 실시되었다. 곰솔의 수고생장 및 근원경생장은 1,2차년을 통하여 자연전광에서 가장 높악으며, 50%에서의 수고생장은 1,2차년도 각각 대조구의 96.4, 88.9%로, 근원경생장은 각각 94.1 77.6%로 조상되엇다, 30%이하로 상대광도가 낮아질수록 수고 및 근원경생장이 급격히 감소 되었으며, 근원경생장의 감소율이 수고생장의 감소율보다 높게 나타났다. 2차년도의 2%에서는 시험 유묘 모두가 고사하였다. 물질생산량도 광도가 낮아짐에 따라 감소되었으며, 1, 2차년도 모두 뿌리의 감소율이 잎, 줄기보다 높았고, 1차년도에는 줄기의 감소율이, 2차년도에는 잎이 감소율이 가장 낮았다. T/R율은 1차년도에는 50%에서,3.55, 2차년도에는 10%에서 4.88로 가장 높았다.

• 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.

• 한국해양환경ㆍ에너지학회지
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• 제14권2호
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• pp.114-120
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• 2011

조류발전용 다리우스 터빈의 변형된 형태인 헬리컬 터빈의 설계 인자 변화에 따른 성능을 수치해석으로 살펴보았다. 헬리컬 터빈은 수직축 다리우스 터빈을 회전축을 중심으로 상부와 하부를 비틀리게 함으로써 다리우스 터빈의 일반적인 취약점인 초기구동불량과 진동문제를 개선하기 위해 고안된 형태이다. 본 논문에서는 헬리컬 터빈의 비틀림각(Twisting Angle)과 직경대비 높이를 변화시키며 수치해석을 수행하였고, 결과를 바탕으로 최적의 구조를 제안하였다. 3차원 비정상 난류유동해석을 위하여 FLUENT의 RANS방정식과 k-${\omega}$ SST 난류모델을, 격자계 모델링을 위하여 GAMBIT을 이용하였다. 헬리컬 터빈은 적절한 비틀림각에서 양호한 발전효율을 보장하면서 진동을 유발하는 회전력 변화의 진폭을 최소화 할 수 있음을 확인하였고, 효율의 최대가 확보되는 터빈의 최소 높이를 발견하였다.

• 한국습지학회지
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• 제3권1호
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• pp.75-89
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• 2001

Constructed wetlands were typically cost less to build and operate, and require less energy than standard mechanical treatment technology but they have similar performance to centralized wastewater treatment plants. Therefore, they were constructed especially many in rural areas, where are small villages but not industries. Accordingly, plantless column tests were performed to investigate the possibility on using zeolite as a filter medium of constructed wetland for the wastewater treatment. $COD_{cr}$ removal efficiency was 94.63% at hydraulic load $314L/m^2{\cdot}d$ and filtering hight 100cm filled with a zeolite mixture. This zeolite mixture consisted of 1 : 1 by volume of a zeolite in the diameter range of 0.5 to 1mm to a zeolite in the diameter range of 1 to 3mm. According, hydraulic load $314L/m^2{\cdot}d$ was considered as optimal. Three zeolite mixture were used to determine the optimal mixing ratio by volume of a zeolite(A) in the diameter range of 0.5 to 1mm to a zeolite(B) in the diameter range of 1 to 3mm diameter. 1 : 3, 1 : 1 and only B in A to B by volume were tested at hydraulic load $314L/m^2{\cdot}d$ and filtering hight 100cm. $COD_{cr}$ removal efficiency was more than 89% at mixing ratios of 1 : 3 and 1 : 1 in A to B. Removal efficiency was lower at the column filled with only B. Removal efficiency was better at filter medium filled with mixing ratio 1 : 1 in A to B than with the other mixing ratios. Thus, it was found that the mixture of mixing ratio 1 : 1 in A to B was appropriate for filter medium of constructed wetland. Removal efficiency was higher in down-flow than in up-flow, and $COD_{cr}$ and BOD were removed best in 20cm filter height near feeding area.

• 대한기계학회논문집B
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• 제24권5호
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• pp.744-752
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• 2000

The influence of arrangement and length of discrete ribs on heat/mass transfer and friction loss is investigated. Mass transfer experiments are conducted to obtain the detailed local heat/mass transfer information on the ribbed wall. The aspect ratio (width/height) of the duct is 2.04 and the rib height is one tenth of the duct height, such that the ratio of the rib height to hydraulic diameter is 0.0743. The ratio of rib-to-rib distance to rib height is 10. The discrete ribs were made by dividing each continuous rib into 2, 3 or 5 pieces and attached periodically to the top and the bottom walls of the duct with a parallel orientation The combined effects of rib angle and length of the discrete ribs on heat/mass transfer ae considered for the rib angles $({\alpha})\;of\;90^{\circ}\;and\;45^{\circ}$. As the number of the discrete ribs increases, the uniformity of the heat/mass transfer distributions increases. For $(\alpha})=90^{\circ}$, the heat/mass transfer enhancement with the discrete ribs is remarkable, while the heat/mass transfer performances are slightly higher than that of the transverse continuous ribs due to the accompanied high friction loss penalty. For $(\alpha})=90^{\circ}$, the average heat/mass transfer coefficients and the heat/mass transfer performances decrease slightly with the discrete ribs compared to the case of the angled continuous ribs.

• 설비공학논문집
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• 제26권4호
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• pp.175-180
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• 2014

Experimental investigations of the heat transfer and friction factors in the ribbed divergent rectangular channel with the channel exit hydraulic diameter to inlet hydraulic diameter ratio of 1.16 were performed. The surface heaters were mounted onto the two opposite walls. The main experimental parameter is the ratio of rib pitch (p) to height (e), at which the ratios (p/e) of 6, 10, and 14 are considered in the channel with ribs on one wall only. The straight ribbed square channel is also considered as a comparison. The major findings are that the ratio of p/e = 6 shows the highest values in the heat transfer and the ratio of p/e = 10 indicates the greatest friction factor in the ribbed divergent channel. Editor's note:No major changes or corrections needed. Well written.

• Structural Engineering and Mechanics
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• 제56권4호
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• pp.507-534
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• 2015

The present work investigates the behavior of the embankment models resting on soft soil reinforced with ordinary and stone columns encased with geogrid. Model tests were performed with different spacing distances between stone columns and two lengths to diameter ratios (L/d) of the stone columns, in addition to different embankment heights. A total number of 42 model tests were carried out on a soil with undrianed shear strength $${\sim_\sim}10kPa$$. The models consist of stone columns embankment at s/d equal to 2.5, 3 and 4 with L/d ratio equal 5 and 8. Three embankment heights; 200 mm, 250 mm and 300 mm were tested for both tests of ordinary (OSC) and geogrid encased stone columns (ESC). Three earth pressure cells were used to measure directly the vertical effective stress on column at the top of the middle stone column under the center line of embankment and on the edge stone column for all models while the third cell was placed at the base of embankment between two columns to measure the vertical effective stress in soft soil directly. The performance of stone columns embankments relies upon the ability of the granular embankment material to arch over the 'gaps' between the stone columns spacing. The results showed that the ratio of the embankment height to the clear spacing between columns (h/s-d) is a key parameter. It is found that (h/s-d)<1.2 and 1.4 for OSC and ESC, respectively; (h is the embankment height, s is the spacing between columns and d is the diameter of stone columns), no effect of arching is pronounced, the settlement at the surface of the embankment is very large, and the stress acting on the subsoil is virtually unmodified from the nominal overburden stress. When $(h/s-d){\geq}2.2$ for OSC and ESC respectively, full arching will occur and minimum stress on subsoil between stone columns will act, so the range of critical embankment height will be 1.2 (h/sd) to 2.2 (h/s-d) for both OSC and ESC models.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 춘계학술대회 논문집
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• pp.1214-1221
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• 2011

It is an well-known fact that dynamic properties should be considered in design and maintenance of civil structures undergoing dynamic force such as rail track. For designing of the rail tack structures, dynamic properties of track bed soil such as shear modulus (G) and damping coefficients(D) obtained in small to medium range of shear strain must be known. In general, small size sample of D=5 cm and H=10cm has been used mostly for test convenience. However, ratio of largest particle diameter of the soil to sample diameter is very important and affects to the values of dynamic soil properties in track bed. In this study, an RC/TS test apparatus was built and was run for testing a medium size soil sample that can handle with compacted soil sample up to 10 cm diameter and 20 cm height.

• 한국유체기계학회 논문집
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• 제12권1호
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• pp.51-56
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• 2009

The detailed heat transfer coefficient on a rotating dimpled channel were measured using the transient liquid crystal technique. The channel height to dimple diameter was 2, dimple center distance to dimple diameter was 1.5 and channel aspect ratio was 4. Tested Reynolds number based on the channel hydraulic diameter was varied from 15000 to 35000 and corresponding rotation number was ranged from 0.026 to 0.057. Results showed that the Coriolis force by rotation enhanced the heat transfer coefficient on the trailing surface. As the Reynolds number increased, i.e. rotation number decreased, the heat transfer coefficient increased and the thermal performance factor decreased.

• Geomechanics and Engineering
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• 제3권2호
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• pp.83-108
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• 2011

The effect of non-plastic fines (silt) on liquefaction and pore pressure generation characteristics of saturated sands was studied through undrained stress controlled cyclic triaxial tests using cylindrical specimens of size 50 mm diameter and height 100 mm at different cyclic stress ratios and at a frequency of 0.1 Hz. The tests were carried out in the laboratory adopting various measures of sample density through various approaches namely gross void ratio approach, relative density approach, sand skeleton void ratio approach, and interfine void ratio approach. The limiting silt content and the relative density of a specimen were found to influence the undrained cyclic response of sand-silt mixtures to a great extent. Undrained cyclic response was observed to be independent of silt content at very high relative densities. However, the presence of fines significantly influenced this response of loose to medium dense specimens. Combined analyses of cyclic resistance have been done using the entire data collected from all the approaches.