• 설비공학논문집
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• 제17권2호
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• pp.125-130
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• 2005

This study was peformed to investigate the phase change temperature, the supercooling, the maintenance time of liquid phase and the change rate of volume of TMA 30 $wt\% clathrate compound with additives. TMA 30 $wt\% clathrate compound with additive was cooled at heat source temperature of $-6^{circ}C$. The additives are ethylene glycol and chloroform. Their concentration are 0.1$wt\% respectively. The experimental results showed that the phase change temperature was not affected by additives and this was average $5.3^{circ}C$. Also the supercooling and the maintenance time of liquid phase were decreased by additives. Especially, the average value of supercooling showed by $8.8^{circ}C$ and the maintenance time of liquid phase was by 19 minutes in the case of chloroform 0.1$wt\%. Additionally, the average change rate of volume showed by $1.26{\~}1.31\%$ according to additives and the volume was decreased by the phase change from liquid to solid.

• Architectural research
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• 제26권1호
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• pp.13-20
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• 2024

This study is a research investigation into the properties of bubbles that affect the characteristics of foamed concrete during its production. The study examined the properties of bubbles based on the manufacturing conditions. To investigate these properties, the selected experimental factors included bead size, the length/diameter ratio of the bubble-generating tube, and compressed air. The experimental design used a design of experiments, and the test results were analyzed using analysis of variance. The foaming agent used to generate bubbles was AES (Alcohol Ethoxy Sulfate), and the method employed for bubble manufacture was the pre-foaming method. In the test results, a significant factor affecting the foaming rate of bubbles was the bead size; the highest foaming rate was observed when using 2mm beads. Bead size also primarily influenced the volume change of the aqueous solution, while other factors did not affect the foaming rate and volume change. None of the factors affected the change in bubble size, but compressed air was considered the main factor affecting bubble size and its change. The foaming rate and volume change of the aqueous solution showed a high correlation with each other. Spherical bubbles in the early stage eventually transformed into angular bubbles. Moreover, over time, it was observed that the bubble size increased.

• 한국해안해양공학회지
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• 제14권3호
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• pp.192-200
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• 2002

자연상태의 오염된 퇴적물과 준설과정을 거친 오염 퇴적물 사이에는 퇴적물이 안정상태에서 교란되어 다시 침강되기 때문에 체적변화가 발생한다. 또한, 부유물질의 침강을 촉진하기 위하여 투입되는 응결제 및 응집제의 영향에 따라 오염된 준설토의 체적변화가 다른 경향을 보인다. 본 연구는 약품투입량에 따른 오염된 준설토의 부피변화 분석에 중점을 두어 수행되었다. 퇴적물 시료는 동해안에 위치한 석호의 오염된 퇴적물(준설오니)을 이용하였으며. 함니율 변화, 응집제 및 응결제 투입량 변화에 따른 준설오니의 체적변화는 실내실험을 통하여 정량적으로 분석하였다. 적정 응집제 및 응결제 투입량은 체적변화가 가장 적은 값을 보이는 경우로 선정하였다. 분석결과, 준설오니의 체적은 평균 1.68배 증가하는 것으로 파악되었으며, 약품을 투입한 경우 함니율 증가에 따라 체적변화율이 증가하는 경향을 보이고 있으나 그 크기는 미미한 것으로 파악되었다.

• 한국응급구조학회지
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• 제16권2호
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• pp.67-74
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• 2012

Purpose : The purpose of this study is to get basal user guidelines of safer bag-valve-mask application on patient with normal pulmonary patho-physiologic condition. Methods : This study was accomplished by pre-qualified 25 EMS junior grade students. Participants were instructed randomly compress bag to one-third, half and total and also with differesnt compression speed. Resultant tidal volumes and mean airway pressures obtained in RespiTrainer were analysed in relation to the each compression depth and rate. Results : Demographic difference does not affect tidal volume with any compression depth and rate change. Increasing compression depth is correlated with tidal volume increasement at any compression rate and also with mean airway pressure. If the compression depth is same, compression rate change did not affect significantly the resultant tidal volume or mean airway pressure. Conclusion : Hand size, Experience, BMI dose not affect tidal volume. Compress the 1600 ml bag half to total amount is safe way to offer sufficient tidal volume without risky high airway pressure delivery to patient airway who with normal lung patho-physiologic condition.

• 설비공학논문집
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• 제16권12호
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• pp.1183-1189
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• 2004

An experimental investigation is conducted to measure phase change temperature and supercooling when acetone is added to TMA 30 wt% clathrate during cooling process in heat source. Also rate of volume change is investigated when acetone is added to TMA 30 wt% clathrate during the cooling process in heat source -8$^{\circ}C$. The results show that phase change temperature is about 4.5～5.5$^{\circ}C$ when acetone is added to TMA 30 wt% clathrate during the cooling process for heat sink temperature of -6, -7$^{\circ}C$ and -8$^{\circ}C$. Supercooling is repressed about 2～1$0^{\circ}C$ when 0.08 wt% acetone is added to it and rate of volume change is decreased about 2.9% when 0.1 wt% acetone is added for the heat sink temperature of -8$^{\circ}C$.

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2011년도 추계 학술논문 발표대회
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• pp.111-113
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• 2011

This study investigated about how much the limestone's volume was changed as time passed while maintaining a certain level of moisture condition in the limestone material for concrete under high temperature. The result is summarized as follows: It was appeared that the limestone material under high temperature emitted some CO₂ resulting from the decarboxylation, so that as the heating temperature was increased, the limestone's length change rate was decreased. In the leave time change after heating the stone, the both conditions of 50% and 100% made the limestone create Ca(OH)₂ using some H₂O. So it was appeared that as time passed, the limestone's length change rate first increased because of its volume expansion, but the rate was reduced after the limestone material was crumbled.

• 국제학술발표논문집
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• The 3th International Conference on Construction Engineering and Project Management
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• pp.1283-1287
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• 2009

The Korean government implemented 259 road projects from 2004 to 2007, valued at $18.4 billion. Change orders of these road projects occurred 8,973 times and, subsequently, caused significant increases in the cost of the projects, approximately up to $4.2 billion (22.8% of the initial budget). These significant problems of huge change orders require a more workable control system for budget management whereas the effectiveness of the government's control is still not satisfied. However, previous approaches and studies mostly limited their analyses to simply classifying the causes of the change orders. This paper investigates the real frequency and cost impacts incurred by each cause of a change order, primarily based on 218 road projects in Korea. The paper then identifies the attributes of change orders through a survey of 204 project participants in that those sources were inevitable or avoided if properly managed. The causes of the change orders are further analyzed with analysis of variance (ANOVA) in connection with contract volume, bid award rate, the contractor's capacity to perform, and the design company's capacity. This study found that if the contract volume is smaller, then the possibility of change orders is higher. Interestingly, if the bid award rate is less than 67.5%, it signifies the highest rate of change orders. In addition, the contractors whose construction ability is assessed as the top-ranked group showed the lowest change order rates. With these results, this paper provides the preventive guidelines for reducing the likelihood of change orders.

• Applied Biological Chemistry
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• 제33권1호
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• pp.18-23
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• 1990

우리나라에서 생산되는 장려품종 중 팔달, 단엽, 장백, 백운, 장엽콩과 재래종 중 검정콩(Local 1), 갈색아주까리콩(Local 2)등 7품종을 대상으로 수분흡수특성 및 부피변화에 대하여 조사하였다. 수분흡수의 특성에서 시료 품종 모두 $40^{\circ}C$ 이상으로 온도가 증가하면서 평형에 도달한 무게증가율은 낮아졌으며 초기흡수속도에서는 $60^{\circ}C$까지 증가하다가 그 이상의 온도에서는 큰 차이가 없었다. 수분흡수속도상수는 $4{\sim}60^{\circ}C$의 범위에서 검정콩이 다른 품종들보다 높았으며 갈색아주까리콩은 가장 낮았다. 수분흡수의 활성화에너지는 3,246cal/mole에서 4,694cal/mo1e의 범위였다. 부피증가속도는 장백과 검정콩이 빠른 경향이었고 팔달이 느린 경향을 보였으며 부피증가의 활성화에너지는 3,310 cal/mole에서 4,190 cal/mole의 범위였고 수화도의 온도 의존성(z값)은 무게증가로 계산한 것보다 부피증가로 계산한 값이 다소 높았다.

• Archives of Plastic Surgery
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• 제36권5호
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• pp.617-622
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• 2009

Purpose: Endoscopic transnasal correction of the blowout fractures has many advantages over other techniques. But after removal of packing material, there were some patients with recurrence of preoperative symptoms. Authors tried to make a quantitative anterograde analysis of orbital volume change over whole perioperative period which might be related with recurrence of preoperative symptoms. Methods: 10 patients with pure medial wall fracture(Group I) and 10 patients with medial wall fracture combined with fracture of orbital floor(Group II) were selected to evaluate the final orbital volume change, who took 3 CT scans, pre-, postoperative and 4 months after packing removal. By multiplying cross - section area of orbit in coronal view with section thickness, orbital volume were calculated. Then, mean orbital volume increment after trauma, mean orbital volume decrement after endoscopic correction and volume increment after packing removal were found out. And we tried to find correlations between type of fracture, initial correction rate and final correction rate. Results: The mean orbital volume increment of the fractured orbits were 7.23% in group I and 13.69% in group II. After endoscopic surgery, mean orbital volume decrement were 11.0% in group I and 12.46% in group II. Mean volume increment after packing removal showed 3.10% in group I and 6.50% in group II. The initial correction rate(%) showed linear correlation with final correction rate(%) after packing removal. And there were negative linear correlation between increment percentage of orbital volume by fracture and final correction rate(%). Conclusion: Orbital volume was proved to be increasing after removal of packing or foley catheter and it was dependent upon type of fracture. Overcorrection should be done to improve the final result of orbital blowout fracture especially when there are severe fracture is present.

• 대한교통학회지
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• 제30권3호
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• pp.31-41
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• 2012

VMS, 교통방송(라디오), SNS 등 교통정보제공을 통한 교통량 분산에 대한 관심이 높아짐에 따라 교통정보에 대한 운전자의 반응행태 및 효과에 대한 연구가 지속적으로 이루어지고 있다. 본 연구는 FTMS 및 TCS 데이터가 구축되어 있는 전국 고속도로 본선부를 분석 대상으로, FTMS 데이터와 TCS 데이터를 이용하여 경로전환 교통량과 그에 따른 경로전환율을 추정하는 방법론을 제시하고, 실제 대상구간의 경로전환율을 산출하여 시간 및 공간적 경로 전환율 변동에 대한 특성을 분석하였다. 본 연구에서는 교통정보 제공 이후, 해당 시간대의 평균 유출교통량에 비해 유출교통량이 일시적으로 증가한 경우 이 편차(도로교통상황의 동적인 특성으로 인한 편차 고려)는 교통정보 제공으로 인한 경로전환 교통량이라 정의하고, 본선 교통량과의 비율을 경로전환율로 계산하였다. 시간흐름에 따른 경로전환율 변화를 분석한 결과, 혼잡상황에 대한 교통정보를 먼저 얻게 되는 상류부 IC에서의 초기 경로전환율(유출교통량) 변화는 일시적으로 매우 큰 것으로 나타났다. 이후 공간적 시간적 흐름에 따라 상류부 IC에서의 경로전환율의 변화는 하류부 IC에서의 경로전환에 영향을 미치고, 이는 다시 상류부 IC에서의 변화를 유도하는 등의 경로전환 순환체계(feedback control loop)가 있음을 확인하였다.