• 설비공학논문집
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• 제8권3호
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• pp.413-422
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• 1996

Freezing of water in von-$K{\acute{a}}rm{\acute{a}}n$ swirling flow is considered. The transient behavior of the temperature distribution in both solid and liquid phases and freezing rate are determined. The fluid flow induced by the rotation of solid strongly inhibits the freezing process. The thickness of frozen layer is inversely proportional to the square root of the angular velocity of solid. As the angular velocity or initial liquid temperature becomes larger, the freezing process is more strongly inhibited by the fluid flow. When phase change is present, the transient heat transfer rate is greater than the case with no phase change.

• 한국식품영양과학회지
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• 제21권2호
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• pp.213-218
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• 1992

식품의 동결중에 생성되는 빙결정의 크기에 미치는 동결조건의 영향을 조사하고 그 관계를 정량적으로 평가함과 아울러 동결조건과 빙결정 분산구조와의 관계를 이론해석에 의해 조사한 결과, 1. 동결이동속도 u는 생성빙결정의 평균경 d$_{p}$와 u .d$_{p}$/D~constant의 관계에 있음을 간단한 차원해석에 의해 예측이 가능하였다. 2. 2% 한천 겔, 5%한천 겔, 20% 젤라틴 겔, 돈육의 순서로 동결점에 도달하는 시간이 빨라지며 동결시간 및 최대빙결품 생성대의 통과시간은 냉매온도와 선형적인 관계를 나타내었다. 3. 대두 단백질 겔중에 생성되는 빙결정의 평균경 d$_{p}$와 동결계면 이동속도 u 는 반비례 관계를 나타내었으며, 이로부터 구해진 u .d$_{p}$의 값은 3.4$\times$$10^{-6}$ $\textrm{cm}^2$/sec로 예측 이론식이 유효한 것으로 사료되었다. 4. 동결보존중의 대두 단백질 겔 내부에 생성된 빙결정의 성장에 미치는 보존온도의 영향을 조사한 결과, 양자가 빙결정의 성장에 미치는 영향은 거의 없는 것으로 나타났다. 5. 동결조건과 동결계면구조와의 사이에 Moving velocity of freezing front= (Mass transfer rate of water at freezing front)$\times$ (Surface area of freezing front) 의 관계를 나타내었다.

• 한국농공학회논문집
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• 제48권2호
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• pp.59-66
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• 2006

This study is performed to evaluate freezing and thawing properties of polypropylene fiber reinforced eco-concrete using soil, natural coarse aggregate, soil compound and polypropylene fiber. The mass loss ratio is decreased with increasing the content of natural coarse aggregate and soil compound, but it is increased with increasing the content of polypropylene fiber. The ultrasonic pulse velocity, dynamic modulus of elasticity and durability factor are increased with increasing the content of natural coarse aggregate and soil compound, but it is decreased with increasing the content of polypropylene fiber. The mass loss ratio, ultrasonic pulse velocity, dynamic modulus of elasticity and durability factor are $1.49{\sim}3.32%,\;1,870{\sim}2,465\;m/s,\;77X10^2{\sim}225X10^2\;MPa\;and\;84.6{\sim}92.8$ after freezing and thawing 300 cycles, respectively. These eco-concrete can be used for environment-friendly side walk and farm road.

• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2006년도 전기학술대회논문집
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• pp.51-52
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• 2006

This study was progressed on the freezing behavior of waste water in relation to freeze concentration method useful to waste water treatment system of small and middle size and which can re-use purified water. The object of this experiment is comparing a pollutant contain of the frozen layer and of an aqueous solution by cooling wall temperature, a flow field effect and a initial thickness of frozen layer.

• Journal of Advanced Marine Engineering and Technology
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• 제25권4호
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• pp.825-832
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• 2001

This study was experimentally performed to investigate freezing behavior of sea water along horizontal cooled a circular tube with bubbly flow. The experiments were carried out for a variety of parameter, such as sea water velocity, air-bubble flow rate, and cooled-tube temperature. The shape of freezing layer, freezing rate and salinity of frozen layer were observed and measured. And the flow patterns around cooled tube were visualized using the PIV to analyze the relationship between the flow structure and the freezing characteristics. It was found that the experimental parameters gave a great influence on the freezing rate and the salinity of the frozen layer.

• Journal of Advanced Marine Engineering and Technology
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• 제25권6호
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• pp.1250-1259
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• 2001

This study was experimentally performed to investigate sea water freezing behavior along parallel cooled plate with bubbly flow The experiments were carried out for a variety of parameter, such as sea water velocity, air-bubble flow rate, and cooled-plate temperature. The shape of freezing layer, freezing rate and salinity of frozen layer were observed and measured. It was found that the experimental parameters gave a great influence on the freezing rate and the salinity of the frozen layer.

• 한국마린엔지니어링학회:학술대회논문집
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• 한국마린엔지니어링학회 2001년도 춘계학술대회 논문집
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• pp.249-257
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• 2001

This study was experimentally performed to investigate sea water freezing behavior along parallel cooled plate with bubbly flow. The experiments were carried out for a variety of parameter, such as sea water velocity, air-bubble flow rate, and cooled-plate temperature. The shape of freezing layer, freezing rate and salinity of frozen layer were observed and measured. It was found that the experimental parameters gave a great influence on the freezing rate and the salinity of the frozen layer.

• 한국농공학회지
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• 제37권3_4호
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• pp.61-71
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• 1995

Natural ground is a composite consisted of the three phases of water, air and soil paircies. Among the three components, water as a material is weU understood but soil particles are not in foundation engineering. Especially, weathered granite soil generally shows a large volumetric expansion when they freeze. And, the stability and durability of the soil have shown decreased with repetitive freezing and thawing processes. These unique charcteristics may cause various construction and management problems if the soil is used as a construction material and foundation layers. This project was initiated to investigate the soil's physical and engineering characteristics resulting from freezing and freezing-thawing processes. Research results may be used as a basic data in solving various problems related to the soil's unique characteristics. The following conclusions were obtained: The degree of decomposition of weathered granite soil in Kangwon-do was very different between the West and East sides of the divide of the Dae-Kwan Ryung. Soil particles distributed wide from very coarse to fine particles. Consistency could be predicted with a function of P200 as LL=0.8 P200+20. Permeability ranged from 10-2 to 10-4cm/sec, moisture content from 15 to 20% and maximum dry density from 1.55 to 1.73 g /cmΥ$^3$ By compaction, soil particles easily crushed, D50 of soil particles decreased and specific surface significantly increased. Shear characteristics varied wide depending on the disturbance of soil. Strain characteristics influenced the soil's dynamic behviour. Elastic failure mode was observed if strain was less than 1O-4/s and plastic failure mode was observed if strain was more than 10-2/s. The elastic wave velocity in the soil rapidly increased if dry density became larger than 1.5 g /cm$^3$ and these values were Vp=250, Vg= 150, respectively. Frost heave ratio was the highest around 0 $^{\circ}C$ and the maximum frost heave pressure was observed when deformation ratio was less than 10% which was the stability state of soil freezing. The state had no relation with frost depth. Over freezing process was observed when drainage or suction freezing process was undergone. Drainage freezing process was observed if freezing velocity was high under confined pressure and suction frost process was occurred if the velocity was low under the same confined process.

• 한국기계가공학회지
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• 제18권12호
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• pp.52-58
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• 2019

This study numerically analyzed the icing process in a U-shaped pipe exposed to the outside by considering the mushy zone of freezing water. Numerical results showed that the flow was pulled outward due to the U-shaped bend in the freezing section exposed to the outside, which resulted in the ice wave formation on the wall of the bended pipe behind. At the same time, the formation of a corrugated ice layer became apparent due to the venturi effect caused by the ice. The factors affecting the freezing were investigated, including the change of the pipe wall temperature, the water inflow velocity, and the pipe bend spacing. It was found that, as a whole, the thickness of the freezing layer increased as the pipe wall temperature decreased. It was also found that the freezing layer became relatively thin when the inflow rate of water was increased, and that the spacing of the pipe bends did not significantly impact the change in the freezing layer.

• 한국건설순환자원학회논문집
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• 제5권4호
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• pp.421-426
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• 2017

본 연구에서는 초음파 속도 측정 실험을 이용하여 동결 융해 작용을 받는 시멘트 모르타르의 동탄성 계수 및 공극 구조 변화를 평가하기 위한 연구를 수행하였다. 초음파 속도는 동결융해 시험 중 매 30cycle마다 시편을 꺼낸 후 측정하였으며, MIP를 이용한 porosity 분석도 수행하였다. 초음파 속도 측정 결과를 이용하여 동탄성계수를 계산한 결과 300cycle 이후 약 13%가 감소하는 것으로 나타났다. porosity는 초기에 대비해서 약 30%가량 증가하였으며, 초음파 속도 측정으로부터 계산된 porosity는 MIP를 통해 측정한 porosity와 약 5~30% 차이를 보였지만 유사한 증가 경향을 보이는 것으로 확인되었다. 이를 통해 초음파 속도 측정 결과를 이용하여 시멘트 모르타르의 porosity 변화를 예측하는 것은 타당한 방법으로 볼 수 있으며, 이를 이용하여 확산계수 등 내구성 평가 지수를 예측할 수 있는 것을 확인할 수 있었다.