• 설비공학논문집
• /
• 제13권9호
• /
• pp.878-887
• /
• 2001

Experimental investigation has been carried out to examine the operating characteristics of a bubble pump for diffusion absorption refrigerator. The effects of heat input and delivery height on generation rate of refrigerant vapor and circulation rate of solution have been investigated. as a result heat input and delivery height increase, circulation rate of solution increases. And the smaller the tube diameter, the larger the circulation rate of solution. Pumping ratio increases to a critical point and then decrease with the increase of heat input, and it increases with the increase in delivery height. In this paper, Marcus's analytical theory was also examined. It was found that the Marcus\`s analytical theory of a bubble pump was not appropriate for a bubble pump using ammonia aqueous solution as a working fluid.

• 대한기계학회논문집B
• /
• 제32권5호
• /
• pp.382-391
• /
• 2008

A simple analytical model of rarefied channel flow is developed to predict the compression ratio in a helical drag pump. If the surface velocity is zero, the model reduces to a capillary leaks. Predictions of our model agree well with the Knudsen's data for capillary leaks in transition flow, in addition to giving a good account of the Knudsen minimum. Also, the present results are compared with experimental data, and good agreement is obtained over the entire pressure range from molecular to slip flow.

• 대한수학회지
• /
• 제58권5호
• /
• pp.1227-1237
• /
• 2021

This paper is concerned with a reaction-diffusion logistic model. In [17], Lou observed that a heterogeneous environment with diffusion makes the total biomass greater than the total carrying capacity. Regarding the ratio of biomass to carrying capacity, Ni [10] raised a conjecture that the ratio has a upper bound depending only on the spatial dimension. For the one-dimensional case, Bai, He, and Li [1] proved that the optimal upper bound is 3. Recently, Inoue and Kuto [13] showed that the supremum of the ratio is infinity when the domain is a multi-dimensional ball. In this paper, we generalized the result of [13] to an arbitrary smooth bounded domain in ℝⁿ, n ≥ 2. We use the sub-solution and super-solution method. The idea of the proof is essentially the same as the proof of [13] but we have improved the construction of sub-solutions. This is the complete answer to the conjecture of Ni.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2002년도 가을 학술발표회 논문집
• /
• pp.17-22
• /
• 2002

Chloride ions have a tendency to penetrate into concrete and proceed the corrosion by depassivating rebar surface. Thus the deteriorated concrete is subject to experience severe degrading of durability under marine environment. Physical properties of mortar, such as, compressive strength and penetration depth of chloride ion were investigated. And to investigate the effect of containing SG, FA in mortar, the diffusion coefficient of chloride was measured through an electro - migration test. The diffusion coefficient of chloride was decreased with the increase of replacement ratio of SG compared with plain specimen.

• 한국연소학회:학술대회논문집
• /
• 한국연소학회 2012년도 제45회 KOSCO SYMPOSIUM 초록집
• /
• pp.323-324
• /
• 2012

Flammability limits of opposed flow diffusion flame in a narrow channel was investigated experimentally and theoretically. There were three different extinction modes corresponding to high strain rate (HSR), low strain rate (LSR) and dilution ratio (DR) limits. To investigate these limits, a theoretical study was followed by focusing on flow and heat transfer characteristics. Consequently, a dead space concept that has been used for premixed flames was important to reveal the heat loss mechanism in a narrow channel especially for LSR conditions even in the case of diffusion flames.

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2006년도 춘계 학술발표회 논문집(II)
• /
• pp.189-192
• /
• 2006

This study was performed to suggest the mediocre prediction equation of chloride diffusion coefficient which is used to estimate the service life of marine concrete, in order to provide the useful data for concrete mix design of marine concrete. As a result, the mediocre prediction equation of chloride diffusion coefficient which set W/B and mineral admixture replacement ratio as parameters was presented by performing the multivariate non linear regression analysis.

• 공업화학
• /
• 제10권6호
• /
• pp.876-880
• /
• 1999

이온성과 비이온성계면활성제의 혼합 미셀 용액의 자기확산계수는 NMR FT-PGSE법으로 측정하였다. 또한 프로톤 NMR 피크의 폭을 관찰하였다. 연구된 계는 $C_{12}EO_5/SDS/D_2O$, $C_{12}EO_5/DTAC/D_2O$ 및 $C_{12}EO_8/SDS/D_2O$의 혼합계이다. 모든 시료에서 솔벤트와 계면활성제의 몰비는 일정하고 계면활성제의 혼합비는 다양하게 실험을 하였다. $C_{12}EO_5$ 계에서 계면활성제의 자기확산계수는 이온성계면활성제의 혼합비가 약 25%일 때 최소치를 나타내었다. 비이온성계면활성제가 이온성계면활성제로 치환됨에 따라서 자기확산계수가 감소하는 것은 미셀간의 반발력이 증가하기 때문이다. 이온성계면활성제의 높은 분율에서 자기확산계수가 증가하는 것은 미셀의 크기가 감소하기 때문이다. $C_{12}EO_8$ 계에서 계면활성제의 혼합비의 효과는 분자의 기하학적 구조와 큰 관능기의 면적 때문에 거의 없다. 프로톤 NMR 피크와 자기확산계수는 상호 밀접한 관계를 나타내고 알킬 사슬의 메틸렌 시그날의 넓혀짐 현상은 자기확산계수가 작을 때 나타난다.

• 한국구조물진단유지관리공학회 논문집
• /
• 제23권2호
• /
• pp.1-9
• /
• 2019

대표적인 콘크리트 혼화재료 중 하나인 고로슬래그 미분말을 혼입한 콘크리트는 잠재수경성에 의해 콘크리트의 장기 내구성능 및 역학적 성능이 향상된다. 본 연구에서는 3 가지 수준의 물-결합재 비(0.37, 0.42, 0.47) 및 고로슬래그 미분말 혼입률(0 %, 30 %, 50 %)을 고려하여 염해에 대한 내구성능 평가를 수행하였으며, 염화물 확산 거동(촉진 염화물 확산계수, 통과 전하량)을 예측하는 식을 도출하고 촉진 염화물 확산계수와 통과 전하량간의 상관관계를 평가하였다. 2년 양생조건 시 고로슬래그 미분말 혼입 콘크리트에서 OPC 콘크리트 대비 촉진 염화물 확산계수 평가 결과에서는 최대 28 %의 감소율을 통과 전하량 평가에서는 최대 29 %의 감소율을 나타냈다. 또한 물-결합재 비의 증감에 의한 영향을 OPC 콘크리트 보다 GGBFS 미분말 혼입 콘크리트에서 더 적게 받는 것으로 판단된다. 배합 특성 및 실험 결과를 바탕으로 촉진 염화물 확산계수 및 통과 전하량을 예측하는 식을 다중회귀분석을 통해 도출한 결과, 통과 전하량 예측식이 확산계수 예측식보다 높은 결정계수를 나타냈다.

• International Journal of Concrete Structures and Materials
• /
• 제4권2호
• /
• pp.109-112
• /
• 2010

Part I of this study was devoted to the electrical accelerated chloride diffusion in mortars. In this second part, natural chloride diffusion has been investigated for four types of mortars under exposure to a 0.5 mol/L NaCl solution for a period of up to 35 days. Two different types of sand were used for the production of test samples: siliceous sand (used as a reference) and limestone sand (used in this study). The effect of water to cement ratio and exposure time on the diffusion coefficients of mortars was also investigated. In this study, the total and free chloride content and penetration depth of mortar were measured after immersion, and Fick's second law of diffusion was fitted to the experimental data to determine the diffusion coefficient. Their results show that the use of crushed limestone sand in mortar had a positive effect on the chloride resistance. The apparent diffusion coefficient in all specimens was smaller than that in siliceous sand mortar. However, the chloride penetration of these mortars was increased as exposure time progressed.

• 한국진공학회지
• /
• 제17권5호
• /
• pp.381-386
• /
• 2008

W(110) 표면에 성장한 Co 박막에서 원자 정역학을 주사터널링 현미경으로 연구했다. 원자섬의 개수 밀도를 측정하여 원자 확산 계수의 비를 알 수 있었다. W(110) 표면, Co가 1 원자층 성장된 표면, Co가 2 원자층 성장된 표면의 원자 확산 계수의 비는 상온에서 1:124:33000인 것으로 측정되었다. Co가 2 원자층 성장된 표면의 확산 계수가 Co 가 1 원자층 성장된 표면의 확산 계수보다 큰 것은 이종성장의 스트레인 효과로 인한 것으로 해석되었다.