• Journal of Ocean Engineering and Technology
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• v.10 no.3
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• pp.117-124
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• 1996

A fluidized bed combustion chamber is widely used to incinerate waste material. The most important factor designing the incinerator is the flow characteristics in a fluidized bed, because combustion efficiency is influenced by the flow characteristics. This paper has invesitigated the flow characteristics of bubbles in fluidized bed by means of meassuring a pressure fluctuation in the fluidized bed. A pressure probe system has used to measure the pressure. The data concerned with bubble rising velocity, bubble size, distribution of bubbles and frequency of bubble generation or decay are obtained to find the flow characteristics of bubbles in the fluidized bed. The result obtained from this experimental study can be used to design the fuel feeding system of fluidized bed combustion type incinerator. And it is possible to predict the mixing of waste material and fluidizing material.

• Proceedings of the Korea Institute of Fire Science and Engineering Conference
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• 2010.04a
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• pp.75-78
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• 2010

고발포 소화약제의 발포력은 화재시 포소화약제의 성능을 검증하는데에 중요한 요소이다. 이러한 발포력 검증은 한국소방산업기술원의 "포소화약제의 형식승인 및 검정기술기준(KOFEIS 0103)"에서 제시하고 있는 표준발포기를 이용한 측정법을 통해 검증한다. 본 연구에서는 기존 방법의 제작 비용 및 측정의 번거로움을 보완하기 위한 약제 개발단계에서의 포소화약제 발포력 검증을 위한 실험실적인 측정법을 고안하여 적용성을 분석한다. 측정은 1000ml 시험관내에 3%의 수용액 $100m{\ell}$를 첨가하여 수용액 내부에 정량펌프를 통해 일정한 기포량 및 기포크기로 분사하여 발포시켰으며, 기포의 노즐은 거품의 정확도를 향상시키기 위해 마이크로 피펫팁 $0.2m{\ell}$ 용량을 사용하여 적용성을 분석하였다.

• Journal of the Korean Society of Fisheries and Ocean Technology
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• v.23 no.3
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• pp.127-130
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• 1987

The Cavitation inception in oil hydraulic pipeline was investigated experimentally and numerically. In the experiment, negative pressures below -1 MPa (absolute pressure) were measured, associated with the transient flows in oil hydraulic pipeline. These experimental results show that the common hydraulic oil in the experimental pipeline withstands large tensions. The growth of a spherical bubble in a infinite volume of viscous compressible fluid due to a stepwise pressure drop was investigated to obtain the critical bubble radius. The calculated value of the critical bubble radius corresponding to the negative pressure measured in the experiment is so small that the premised condition about the bubble shape in the analysis is unsatisfactory. The physical significance of this calculated result implies the fact that there hardly exist free bubbles which can act as cavitation nuclei in the experimental pipeline.

• Magazine of the Korea Concrete Institute
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• v.9 no.1
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• pp.173-181
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• 1997

The objective of this study is to obtain the mechanical characteristics of prefoarmed lightweight foamed concrete using the polymer ham agent which has high lightness. flowability and strength. For this purpose, the prefoarmed lightweight foamed concrete which was developed to have flow value over 180mm. unit weight between 0.38t/$m^3$ and 0.64t/$m^3$, and compressive strength about 30kg/$cm^2$ was used. This paper presents extensive test data on Young's modulus. Poisson's ratio, stress-strain curve, the characteristics of strength of the foamed concrete and also presents the mechanical characteristics of the foamed concrete with different foam sizes. It is expected that this study provides an importance guide to design and manufacture lightweight foam concrete, so that it helps to expand its structural use.

• Proceedings of the Korean Vacuum Society Conference
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• 2010.02a
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• pp.443-443
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• 2010

액체 표면을 전극으로 하는 플라즈마 방전은 생물학적 살균, 분해 처리 등에 필요한 UV 및 화학적 활성종의 생성에 유리하여 널리 활용되고 있다. 하지만 그 특성 등에 관한 연구는 액체막의 유동 및 기하학적 구조 상 진단의 제한으로 인하여 아직 미비한 상태이다. 전해질 내 방전은 전극 표면의 기포 막 에 인가되고 그 두께에 따라 변한다. 따라서 본 연구에서는 액상 전해질의 인가 전압 및 점성도를 독립적으로 조절하여 기포 막 크기와 인가 전력간의 관계와 이에 따른 전해질 내 플라즈마의 특성이 음극 글로우 방전임을 밝혔다. 실험에서는 전기 전도도 1.6-3.2 S/m의 NaCl 수용액 전해질에 양극성 전극을 삽입하고 350 kHz의 전압을 인가하여 플라즈마를 발생하였다. 인가된 전압은 230 - 280 V이며 전해질의 점성도는 젤라틴을 첨가하여 1E-4-1.1 kg/m${\times}$sec로 조절하였다. 기포 막의 두께 및 변화는 고속카메라를 통하여 관측하였으며 인가되는 전압 및 전류는 고전압 프로브와 전류 프로브를 통하여 관찰하였다. 기포 막은 전극표면에서 막 비등을 통하여 발생됨을 밝혔다. 인가 전력과 손실 열에너지간의 비율에 따라 기포막은 수축과 확장의 진동을 반복하였으며 전기 유체적 모델을 통하여 기포 막의 동적 거동에 따른 플라즈마에 인가된 전력의 변화를 정량적으로 분석할 수 있었다. 기포 막의 평균적인 두께는 인가 전압과 비례하여 약 $150\;{\mu}m$에서 $200\;{\mu}m$로 증가하였으며 진폭은 점성의 증가 시 약 $50\;{\mu}m$에서 $20\;{\mu}m$로 감소하였다. 순간적인 플라즈마 인가 전력은 평균적인 두께에 따른 평균적인 두께에 대해서는 15 - 20 W의 변화를 보였으나 진폭의 감소 시 17 - 70 W의 보다 큰 폭으로 증가하였다. 이를 통하여 점성도가 큰 조건에서 기포 막의 확장이 억제되어 방전이 유지됨을 알 수 있었다.

• Journal of the Korean Geotechnical Society
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• v.20 no.9
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• pp.125-131
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• 2004

A series of unconfined compression tests were carried out firstly to investigate mechanical behaviors of Lightweight Foamed Soil (LWFS) which is composed of dredged soils, cement and air foam. And secondly, to compare the difference of mechanical characteristic of LWFS with previous research conclusions (Yoon & Kim,2004) by using different dredged soils sampled at Joong-Ma in Gwangyang harbor area. Based on numberous laboratory experiments, it was found that deformation coefficient $(E_{50})$ of LWFS increases with increasing cement contents but decreases with increasing initial water contents of dredged soils. Appropriate regression formula (normalizing factor scheme) which considers relationship between LWFS composing elements, initial water contents of dredged soils, cement, air foam, and uniaxial compression strength or LWFS is proposed for practical applications. Finally, it was clear that, to apply LWFS method to practical projects, certain laboratory test would be necessary to take considerations of soil locality because mechanical charac-teristics of LWFS were surely dependent upon their sampled locations and properties.

• Resources Recycling
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• v.5 no.4
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• pp.11-16
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• 1996

In the flotation system for deinking process, the ink partcles musl collidc with the air bubbles for adhesion The probability of bubble-particle collision is largely dependent on the hydrodynamic conditions The main reason for the very small ink particles not to be able to float easily may be tound in the hydrodynamic effects, which make small ink particlcs move following the slreamlines around the bubbles rather than achually collide with bubbles. Also. the low floatabdily of the large and heavy ink particles is due to the gravity force and viscous drag which affect uprising molinn of particles through the liquid. Therefore, it is vely important to control not only the surface chemical conditions but the hydrodynamic conditions in practical floialion system

• Proceedings of the Korea Air Pollution Research Association Conference
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• 2003.05b
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• pp.397-398
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• 2003

대기 중 분진을 제거하는 방식으로 여과 이론을 적용할 수 있는 경우는 섬유 여과기, 입자상 여과기, 액적에 의한 습식 세정기 그리고 기포를 이용한 분진 제거 방법 등을 들 수 있다. 이러한 여과 원리를 이용한 집진 설비를 설계하는데 있어, 액적 또는 기포 주위의 유동장을 정확히 파악하는 것은 매우 중요하다. 특히, 포집구의 크기가 작아지고 화학적으로 반응성을 갖는 고온의 함진가스가 유입되는 경우 및 저압에서 운영되는 경우에 누드센수(Knudsen number)의 영향을 무시할 수 없는데 이러한 영역을 저 누드센 영역(low Kundsen number regime)이라고 한다(Lee et al., 1978). (중략)

• Clean Technology
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• v.27 no.1
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• pp.39-46
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• 2021

A road structure washing vehicle equipped with a 4 HP, 80 LPM ultrafine bubble generator was used to clean a tunnel wall and the surface of the surrounding structure, consisting of concrete and tiles, in a heavy traffic area around an apartment complex in the city. Ultrafine bubbles were generated by supplying air at 2 to 3 LPM and using a specially designed nozzle, whereas fine bubbles made by an impeller in a gas-liquid mixing self-priming pump were produced with an average diameter of 165.4 nm and 6.81 × 107 particles mL-1. Using a high pressure washer gun that can perform high-pressure cleaning at 150 bar and 30 LPM, ultrafine bubbles were used to wash dust adsorbed on the surface of the road structures. The experimental analysis was divided into before and after washing. The samples were analyzed by applying ISO 8502-3 to measure surface contamination of dust adsorbed on the surface. Using the transparent tape attached to the surface, the removal rate was calculated by measuring the weight of the dust, and the number of particles was calculated using the gravimetric method and the software, ImageJ. The results of the experiment showed that the number of dust particles adsorbed on the tile wall surface before and after washing were 3,063 ± 218 particles mL-1 and 20 ± 5 particles mL-1, respectively, with weights of 580 ± 82 mg and 13 ± 4 mg. Particles on the surface of the concrete structure before and after washing were 8,105 ± 1,738 particles mL-1 and 39 ± 6 particles mL-1, respectively, with weights of 1,448 ± 190 mg and 118 ± 32 mg.

• Journal of the Korean Geotechnical Society
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• v.26 no.2
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• pp.23-32
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• 2010

This study was especially conducted to find out the characteristics of the lightweight air-mixed soil (slurry density 10 kN/$m^3$) containing silt related to water. Compression strength, permeability, and capillary height of the lightweight air-mixed soil were studied, and also to support these studies, the structure of that soil was analyzed in detail. Air bubbles of various sizes are inside the lightweight air-mixed soil, and its distribution in a location is almost constant. A numerous tiny pores are inside the air bubbles so that the lightweight air-mixed soil can be saturated with water. Porosity is also estimated through the image analysis. Peak strength of the lightweight air-mixed soil is not dependent on water, but behavior of stress-strain is affected by the water. Permeability is about $4.857{\times}10^{-6}cm/sec$, which is a little bit higher than the clay's permeability. Capillary rise occurs rapidly at the beginning of the test until the lapse of 100 minutes and then its increase rate becomes slow. The capillary rise causes the increase of the density of the lightweight air-mixed soil, and thus it is required to pay attention to this phenomenon during structure design and maintenance of the lightweight air-mixed soil.