• Journal of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.15 no.4
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• pp.23-30
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• 2001

In this paper, the discharge image of NO particles wire-cylinder type electrode in the discharge reactor where AC dielectric barrier type corona discharge occurred and horizontal and vertical signal intensity at each flourescence emission during discharge and the horizontal and vertical signal strength of NO particles at flourescence emission wavelength band[236[nm], 247[nm]], were measured were measured by ICCD Camera. In addition discharge images and signal intensities in accordance with discharge time were measured to figure out the discharge mechanism. It was found that the strongest horizontal and vertical signal intensity of NO particles were observed at 247[nm] band, but no big difference in the horizontal and vertical signal intensity in accordance with discharge time was seen. In particular, the phenomenon image occuring inside the discharge reactor and wavelength ware able to be carried based on the measured data.

• Journal of the Korean Institute of Landscape Architecture
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• v.18 no.2
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• pp.57-65
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• 1990

To select suitable siecies for barrier trees in the middle tmperature forest zone of Korea, sprout ratio, verdi cal density ratio and impenetrability were analyzed for 41 species including 9 evergreen conifer trees which had been transplanted 18 years ago and maintained as a hedge at Pocheon - Gun, Kyonggi -Do, Korea. 1. The species with high sprout ratio of hedges were Rosa multiflora, Lonicera maackii, Chamaecyparis pisifera, Thuja occidentalis in order at the upper portion, Thuja occidentalis, Rosa multiflora, Chamaecyparis pisifera, in order oa the middle portion, and Thuja occidentals, Chamaecyparis pisigera, Rosa multiflora, Cercdiphyllum japonicum, Cornus kousa, Ulmus pumila, Robinia pseudoacacia in order at the lower portion of hedges. 2. the species with high vertical density ratio were Thuja occidentalis, Chamaecyparis pisifera, Weigela subsessilis, Acer ginnala in order. 3.The species with hight impnetrability were Thuja occidentalis, Chamaecyparis pisifera, Forsythia Koreana, Juniperus rigida, Juniperus chinensis, Pinus strobus in order. 4. the values of correlation coefficents between the sprout ratio and impenetrability are given in table 3 and positive significant correlations can be observed in conifer trees.5. The species with high suitability for tree barrier were Thuja occidontalis, Chamaecyparis pisifera, Acer ginnala, Juniperus chinensis, Rosa multiflora, Counus kousa, Cercidiphyllum japonocum, Weigela subsessilis, Cornus officinalis, Philadelphus schrenckii in order.

• Journal of the Korean Ceramic Society
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• v.53 no.6
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• pp.628-634
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• 2016

The 8 wt% yttria($Y_2O_3$) stabilized zirconia ($ZrO_2$), 8YSZ, a typical thermal barrier coating (TBC) for turbine systems, was fabricated under different starting powder conditions and coating parameters by atmospheric plasma spray (APS) coating process. Four different starting powders were prepared by conventional spray dry method with different additive and process parameter conditions. As a result, large- and small-size spherical-type particles and Donut-type particles were obtained. Dense structure of 8YSZ coating was produced when small size spherical-type or Donut-type particles were used. On the other hand, 8YSZ coating with a porous structure was formed from large-size spherical-type particles. Furthermore, a segmented coating structure with vertical cracks was observed after post heat treatment on the surface of dense structured coating by argon plasma flame at an appropriate gun distance and power condition.

• Wind and Structures
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• v.32 no.5
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• pp.423-437
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• 2021

Aerodynamic measures have been widely used for improving the flutter stability of long-span bridges, and this paper focuses their windproof ability to improve the wind environment for vehicles. The whole wind environment around a long-span bridge located in high altitude mountainous areas is first studied. The local wind environment above the deck is then focused by two perspectives. One is the windproof effects of aerodynamic measures, and the other is whether the bridge with aerodynamic measures meets the requirement of flutter stability after installing extra wind barriers in the future. Furthermore, the effects of different wind barriers are analyzed. Results show that aerodynamic measures exert potential effects on the local wind environment, as the vertical stabilizer obviously reduces wind velocities behind it while the closed central slot has limited effects. The suggested aerodynamic measures have the ability to offset the adverse effect of the wind barrier on the flutter stability of the bridge. Behind the wind barrier, wind velocities decrease in general, but in some places incoming flow has to pass through the deck with higher velocities due to the increase in blockage ratio. Further comparison shows that the wind barrier with four bars is optimal.

• Proceedings of the Korean Society of Soil and Groundwater Environment Conference
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• 2002.04a
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• pp.221-224
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• 2002

To demonstrate prevention of the leachate leakage out of the landfill with creating inward hydraulic gradient, a tracer test and continuous waterlevel monitoring at the Inside and outside of the barrier wall of a costal landfill were peformed. When the tracers were injected into the well outside of the vertical wall system with high water level, then they were detected at the well inside of the system with low water level. Furthermore the lowered water level at the inside of the landfill than that at the outside prevented leachate leakage out of the landfill. This study reports results of the tracer test and waterlevel monitoring.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 2000.06a
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• pp.1355-1359
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• 2000

In this study, the insertion losses of various track-side railway noise barriers are analyzed by using a two-dimensional numerical boundary element method(BEM). The BEM is implemented using two out-of-phase monopole sources for each track to represent dipole source. All model for this study is based on actual size built in Test Line of KTX. And the results suggest that vertical absorptive barrier provide as effective screening as rigid barrier which is more 0.4 m than the height of those.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2004.11a
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• pp.85-89
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• 2004

The wave interactions with fully submerged and floating dual buoy/vertical porous membrane breakwaters has been investigated in experimentally to validate the developed theory and numerical method in the previous study, in which multi-domain hydro-elastic formulation was carried out in the context of linear wave-body interaction theory and Darcy's law. It is found that the experimental results agrees well with the numerical prediction. Transmission and reflection can be quite reduced simultaneously especially in the region of long waves. The properly tuned system to incoming waves can effectively dissipate wave energy and also offset each other between incident and scattered waves using its hydro-elasticity and geometry.

• Proceedings of the Korean Geotechical Society Conference
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• 2009.09a
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• pp.1283-1288
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• 2009

In general steel sheet piles are used in the containment system, which are vertical barrier systems for waste disposal and landfill purposes, and roads in excavation for temporary structure. This paper presents case study of the use of an interlocking sheet pile for water and containment. Cut-off Z-type sheet pile joints are investigated to determine their permeability from the field test. Four different joint sealing materials are used in field test. The results showed joint permeability is significant time-dependent and joint-dependent. These are explored and conclusions on permeability characteristics of different sealants are noted. A case study gives a design example as well as suggestion on permeability and water tightness can be implemented in using the sheet pile barrier in civil and environment works. From the test results, the effective sealing programs of sheet pile interlocks are suggested.

• Proceedings of the Korea Committee for Ocean Resources and Engineering Conference
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• 2001.10a
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• pp.150-155
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• 2001

단일 소파막에 대한 파도 반사문제와 투과. 또 이중으로 설치된 소파막에 대한 반사와 투과문제에 대한 양함수 해를 도출하였다. 단일 막에 대한 파도의 반사가 에어리 파의 해당 벽에 의해서만 입자반사로서 일어난다고 보고 이를 원거리 파도에너지와 일치시켜 반사 파고를 얻었다. 이중 막에 대해서는 각각의 파도가 독립적으로 단일 막에 의해서 반사 또는 투과가 되고 이들이 중첩되어 전체 파고가 형성되어지는 것으로 간주하여 전체 반사계수와 투과계수를 결정하였다. 단일 막에 대한 투과계수의 결과는 정성적으로 다른 계산결과와 비슷한 경향을 보이며, 실험결과보다는 높게 예측되었다. 이중 단일 막에 대한 결과는 낮은 주파수에서 실험결과와 유사한 경향을 보이고, 중간 주파수에서 완만한 감소를 보였다. 계산이 양함수 해로 얻어지므로 개념설계와 현장에서 유용하게 활용될 수 있으리라 기대된다.

• Journal of Soil and Groundwater Environment
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• v.22 no.2
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• pp.1-9
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• 2017

Passive treatment systems are commonly used for remediation of mine drainage waters because they do not require continuous chemical inputs and operation. In this study, the selection and design criteria for such systems were evaluated, particularly the two most commonly used ones, i.e., permeable reactive barriers (PRBs) and vertical flow biological reactors (VFBRs). PRBs and VFBRs are operated on the same principles in terms of biochemical reaction mechanisms, whereas differences relate to configuration, engineering, and water management. In this study, each of these systems were described with respect to key design variables, such as metal removal mechanisms and removal rates, effectiveness and longevity, general design and construction, flow capacity, and cost. The information provided from this study could be used as a design guideline when a passive treatment option is considered for potential remediation of a mine site.