• 제목/요약/키워드: Heat reservoir capacity

검색결과 8건 처리시간 0.024초

밀스케일과 적점토를 원료로한 축열재에서 원료성분과 소성조선에 따른 특성 변화 (Property Change of Heat-reservoir Refractory Brick With Varying Compositions and Sintering Conditions Utilizing Mill-scale and Red-firing Clay As Raw Materials)

  • 김정석;김홍
    • 자원리싸이클링
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    • 제8권1호
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    • pp.23-28
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    • 1999
  • 적점토와 밀스케일, 물유리를 원료로한 축열용 난방재를 개발하기 위해 제반 기초적 실험을 수행하였다. 원료배합 및 소성 조건에 따른 축열재 시료의 소성특성, 열용량, 항절력, 미세조직 등을 분석하였다. 소성체의 수축은 적점토의 비율이 높을수록 증가하였다. $300^{\circ}C$까지는 건조수축이, $300~700^{\circ}C$ 영역에서는 산화철의 상변화에 의한 완만한 팽창, $1200^{\circ}C$ 이상에서는 급격한 팽창을 나타내었다. 항절력은 밀스케일 : 적점토 비가 1:1에서 3:1로 변함에 따라 5.6MPa에서 2.35MPa로 감소하였다. 열용량은 밀스케일 : 적점토의 비율이 1:1~3:1인 경우, $1.25~1.35J/g^{\circ}C$의 값을 나타내었다. 시험편과 공기와의 접촉을 제한함으로써, 시료 내 밀스케일 성분이 소성과정에서 용융하여 시편 표면으로 용출되는 현상을 억제시킬 수 있었고, 이에 따라 균일한 표면의 시료를 제작할 수 있다. 밀스케일의 첨가는 소성체를 다공질화시켜, 축열재의 축열 후 냉각속도를 낮추는데 기여할 것으로 판단된다.

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Parametric Study on Performance of Inertance Pulse Tube Cryocooler

  • Lee, K.H.;Rhee, J.;Kim, J.S.
    • International Journal of Aeronautical and Space Sciences
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    • 제15권2호
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    • pp.205-211
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    • 2014
  • The design parameters to affect the cooling capacity of a cryocooler were examined with the application of numerical modeling to optimize an inertance pulse tube cryocooler. This modeling includes the regenerator, pulse tube, inertance tube, gas reservoir, and heat exchangers. One-dimensional modeling on strings of acoustic and thermoacoustic elements was applied to compare the design parameters. The diameter and length of the pulse tube can significantly affect the cooling capacity and efficiency. The aftercooler was optimized by maintaining a certain size. The efficiency also improved as the length of inertance tube and volume of gas reservoir are increased. It was confirmed that effective design parameters are critical to the performance of an inertance pulse tube cryocooler considering the comparison of the dimensions of each part to optimize its cooling power and efficiency.

야간 냉각율을 이용한 우포늪의 기온변화 완화효과 평가 (Evaluation of Mitigation Effect of Upo-Swamp on the Air temperature Variation with Nighttime Cooling Rate)

  • 박명희;김해동
    • 한국환경과학회지
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    • 제20권3호
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    • pp.309-319
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    • 2011
  • In this study, we investigated the effects of Upo-swamp upon local thermal environment with nighttime cooling rate. To do this, we set up the AWS(Automatic Weather observation System) over the central part of Upo-swamp on the early October 2007. We conducted the study by comparing the AWS data with another weather data observed by several meteorological observations of the Korea Meteorological Administration located at the vicinity of Upo-swamp for one year. The air temperature of Upo-swamp was higher than that of the surrounding in cold-climate season. But it was opposite in warm-climate season. We confirmed that Upo-swamp roles to mitigate the daily and annual air temperature ranges. And the daily air temperature variation of Upo-swamp lagged behind the land one. This phenomenon represent that the heat reservoir capacity of Upo-swamp is much larger than that of the ground.

지하수 히트펌프 시스템의 대수층 활용 사레 연구 (Study on the aquifer utilization for a ground water heat pump system)

  • 심병완;이철우
    • 한국신재생에너지학회:학술대회논문집
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    • 한국신재생에너지학회 2006년도 추계학술대회
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    • pp.32-35
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    • 2006
  • The validation of a groundwater source heat pump system installation site is estimated by bydrogeothermic model ing. The hydraulic characteristics of the aquifer system is evaluated from pumping and recovery tests. In addition, the temperature distribution by the pumping and the injection of groundwater, and water level fluctuations are simulated by numerical modeling. The total cooling and heating load for the building is designed as 120RT(refrigeration ton) and the ground water source heat pump system covers 50RT as a subsidiary system The scenario of heat pump operation is organized as pumping and inject ion of groundwater that is performed for 8 hours per day in cooling mode for 90 days during the summer season The heat transfer by the injected warm water is limited near the inject ion wells in the simulated temperature distribution. The reason is that the given operation time is too short to expect broad thermal diffusion in large volume of the aquifer in the simulation time The simulated groundwater level and temperature distribution can be used as important data to develope an energy effective pumping and injection well system. Also it will be very useful to evaluate the hydraulic capacity of a target groundwater reservoir.

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Ohmic Heating을 이용한 동결육의 해동 (Ohmic Thawing of a Frozen Meat Chunk)

  • 윤철구;이도현;박지용
    • 한국식품과학회지
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    • 제30권4호
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    • pp.842-847
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    • 1998
  • Ohmic heating은 식품에 교류 전류를 흘려줄 때 식품 내부에 전기 저항열이 발생되는 것을 이용한 것으로, 이를 기존의 수해동법에 적용하여 해동시간의 단축과 그에 따른 품질 향상 효과를 연구하였다. 자체 제작한 ohmic 수해동 장치에 동결육$(10{\times}10{\times}10{\;}cm)$을 넣고 해동 실험하였다. 윗면이 개방된 acryl box$(12{\times}12{\times}12{\;}cm)$를 용기로 사용하였으며, stainlesssteel 전극$(10{\times}10{\;}cm)$을 양쪽 벽면에 설치하였다. 용기 내 물의 온도를 $20^{\circ}C$ 또는 $10^{\circ}C$로 고정하였다. 해동시간은 동일한 주파수(60 Hz)에서 전압을 높여줄수록$(60{\sim}210{\;}V)$ 단축되었으며, 수해동만을 한 경우에 비해 최고 1/4 이상 단축되었다. 동일한 전압에서 주파수가 높아질수록 $(60{\sim}60{\;}kHz)$ 해동시간이 단축되었으나 그 효과는 크지 않았다. 수해동만을 한 경우나 높은 전압을 적용한 경우보다 낮은 전압을 적용한 경우 drip loss가 적었고 보수력이 우수하였다.

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광주지역 바닥분수의 수질특성 평가 (Evaluation of Water Quality Characteristics of Floor Fountains in Gwangju)

  • 김종민;김하람;장서은;최영섭;강유미;정숙경;조영관;김은선
    • 한국환경보건학회지
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    • 제43권2호
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    • pp.143-156
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    • 2017
  • The purpose of this study was to investigate water quality through a field survey at six floor fountain sites. The floor fountain facilities were designed and operated in such a way that tap water was stored in a water tank and recycled repeatedly. The water tank was cleaned once or twice per week in the summer. The number of facility users was low during the day due to sweltering heat, but up to 40 people, mainly children, were using them around 8 pm. Since the operation time was as short as 30 minutes, it is considered necessary to extend it for at least one hour for the number of users. As a result of the water quality test of the reservoir tank prior to operation after cleaning, it was measured to be within drinking water quality standards at the six facilities. As a result of the water quality test after use, ammonia nitrogen was measured to be 1.45 mg/L at Site IV. This exceeded the drinking water quality standard of 0.5 mg/L. In the case of turbidity, two cases exceed at 7.38 and 4.52 NTU when applying 4 NTU as the water quality standard for waterscape facilities. Twenty-eight cases exceed the standard of drinking water quality. The result of microbiological tests, at five sites excepting Site I, where disinfectant was injected, was that the maximum total colony count was 180,000 CFU/mL, total coliforms was 2,100,000 CFU/100 mL, fecal coliforms was 4,600 CFU/100 mL, Escherichia coli was 170 MPN/100 mL and Enterococcus was 100 CFU/100 mL. This exceeded the water quality standards of drinking water. Children are very likely to inhale because the water spews from below and falls from above, so it is necessary to apply water quality standards for ammonia nitrogen, turbidity and microbes. Current floor fountain facilities are highly susceptible to disease caused by microbial contamination because of water cycling and reuse, so it is necessary to change the water every day, clean the water tank, and perform chlorination. Therefore, it is necessary to inject calcium hypochlorite according to the free chlorine water quality standard of swimming pools with a different water tank capacity. In addition, facilities should be improved to prevent the reuse of water by installing the water tank at a separate location.

시설원예단지의 친환경적 조성을 위한 생태계서비스 기능 및 가중치 산정 (A Function and Weight Selection of Ecosystem Service Function for the Eco-friendly Protected Horticulture Complex in Agricultural Landscape)

  • 손진관;공민재;신유경;윤성욱;강동현;박민정;이시영
    • 한국습지학회지
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    • 제19권4호
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    • pp.533-541
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    • 2017
  • 농업, 농촌경관은 다양한 생태계서비스 기능이 있지만 시설원예단지 개발은 환경보전에 대한 고려사항이 없어 단지를 조성 시 필요한 생태계서비스 기능 우선순위 분석을 실시하였다. 시설원예단지의 친환경적 조성을 위한 생태계서비스 기능 및 가중치 산정 방법은 총 3단계에 걸쳐서 진행되었다. 1차 조사결과 17개 기능을 개선방안으로 선정 하였고, 2차 조사에서 5개 기능을 제외 한 12개 기능이 선정되었다. 최종적으로 1. 수질정화 대책, 2. 지하수함양 방안, 3. 지표수저장 공간, 4. 홍수조절 대책, 5. 식생다양성 공간, 6. 탄소배출 저감 방안, 7. 수서곤충 서식 공간, 8. 양서파충류 서식 공간, 9. 경관 및 폐기물 대책, 10. 조류 서식 공간, 11. 열섬완화 방안, 12. 체험/생태교육 방안 순으로 고려할 것을 제안하였다. 기능 향상방법으로 수질정화 대책을 위해 수처리 시설의 구조, 유량, 용량, 유속, 배치, 형태 등 공학적 세밀한 접근과 계획을 제안하고 수질정화 식물인 벼, 부들, 줄, 부레옥잠, 물상추 등의 투입을 고려할 것을 제시했으며, 지하수 함양 대책을 위해 개발면적의 7-10%를 저류지 투입으로 제안하였다. 지표수 저장 공간과 홍수조절 대책을 위해 우리나라 실정에 맞는 저류지 및 저장시설 구조 개발을 제시했으며, 탄소배출 저감과 열섬완화 방안을 위한 녹지공간을 확보를 제안하였다. 생물다양성관 관련된 식생다양성, 수서곤충, 양서파충류 서식을 위한 서식처와 양액배출 관리를 제안하고 경관개선을 위한 녹지확보, 습지조성, 체험교육을 위한 시설투입을 거론하였다. 연구결과는 시설원예단지의 개선방안으로 활용하고 새로운 단지 개발에 있어 정책결정 자료로 활용 할 것을 제안했으며, 이러한 연구를 지속시켜 국가 생물다양성 및 국토환경보전, 지속가능한 농업에 이바지하길 기대하였다.

지하수 관개에 의한 수도의 멸준양상과 그 방지책에 관한 연구 (Studies on the Rice Yield Decreased by Ground Water Irrigation and Its Preventive Methods)

  • 한욱동
    • 한국농공학회지
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    • 제16권1호
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    • pp.3225-3262
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    • 1974
  • The purposes of this thesis are to clarify experimentally the variation of ground water temperature in tube wells during the irrigation period of paddy rice, and the effect of ground water irrigation on the growth, grain yield and yield components of the rice plant, and, furthermore, when and why the plant is most liable to be damaged by ground water, and also to find out the effective ground water irrigation methods. The results obtained in this experiment are as follows; 1. The temperature of ground water in tube wells varies according to the location, year, and the depth of the well. The average temperatures of ground water in a tubewells, 6.3m, 8.0m deep are $14.5^{\circ}C$ and $13.1^{\circ}C$, respercively, during the irrigation period of paddy rice (From the middle of June to the end of September). In the former the temperature rises continuously from $12.3^{\circ}C$ to 16.4$^{\circ}C$ and in the latter from $12.4^{\circ}C$ to $13.8^{\circ}C$ during the same period. These temperatures are approximately the same value as the estimated temperatures. The temperature difference between the ground water and the surface water is approximately $11^{\circ}C$. 2. The results obtained from the analysis of the water quality of the "Seoho" reservoir and that of water from the tube well show that the pH values of the ground water and the surface water are 6.35 and 6.00, respectively, and inorganic components such as N, PO4, Na, Cl, SiO2 and Ca are contained more in the ground water than in the surface water while K, SO4, Fe and Mg are contained less in the ground water. 3. The response of growth, yield and yield components of paddy rice to ground water irrigation are as follows; (l) Using ground water irrigation during the watered rice nursery period(seeding date: 30 April, 1970), the chracteristics of a young rice plant, such as plant height, number of leaves, and number of tillers are inferior to those of young rice plants irrigated with surface water during the same period. (2) In cases where ground water and surface water are supplied separately by the gravity flow method, it is found that ground water irrigation to the rice plant delays the stage at which there is a maximum increase in the number of tillers by 6 days. (3) At the tillering stage of rice plant just after transplanting, the effect of ground water irrigation on the increase in the number of tillers is better, compared with the method of supplying surface water throughout the whole irrigation period. Conversely, the number of tillers is decreased by ground water irrigation at the reproductive stage. Plant height is extremely restrained by ground water irrigation. (4) Heading date is clearly delayed by the ground water irrigation when it is practised during the growth stages or at the reproductive stage only. (5) The heading date of rice plants is slightly delayed by irrigation with the gravity flow method as compared with the standing water method. (6) The response of yield and of yield components of rice to ground water irrigation are as follows: \circled1 When ground water irrigation is practised during the growth stages and the reproductive stage, the culm length of the rice plant is reduced by 11 percent and 8 percent, respectively, when compared with the surface water irrigation used throughout all the growth stages. \circled2 Panicle length is found to be the longest on the test plot in which ground water irrigation is practised at the tillering stage. A similar tendency as that seen in the culm length is observed on other test plots. \circled3 The number of panicles is found to be the least on the plot in which ground water irrigation is practised by the gravity flow method throughout all the growth stages of the rice plant. No significant difference is found between the other plots. \circled4 The number of spikelets per panicle at the various stages of rice growth at which_ surface or ground water is supplied by gravity flow method are as follows; surface water at all growth stages‥‥‥‥‥ 98.5. Ground water at all growth stages‥‥‥‥‥‥62.2 Ground water at the tillering stage‥‥‥‥‥ 82.6. Ground water at the reproductive stage ‥‥‥‥‥ 74.1. \circled5 Ripening percentage is about 70 percent on the test plot in which ground water irrigation is practised during all the growth stages and at the tillering stage only. However, when ground water irrigation is practised, at the reproductive stage, the ripening percentage is reduced to 50 percent. This means that 20 percent reduction in the ripening percentage by using ground water irrigation at the reproductive stage. \circled6 The weight of 1,000 kernels is found to show a similar tendency as in the case of ripening percentage i. e. the ground water irrigation during all the growth stages and at the reproductive stage results in a decreased weight of the 1,000 kernels. \circled7 The yield of brown rice from the various treatments are as follows; Gravity flow; Surface water at all growth stages‥‥‥‥‥‥514kg/10a. Ground water at all growth stages‥‥‥‥‥‥428kg/10a. Ground water at the reproductive stage‥‥‥‥‥‥430kg/10a. Standing water; Surface water at all growh stages‥‥‥‥‥‥556kg/10a. Ground water at all growth stages‥‥‥‥‥‥441kg/10a. Ground water at the reproductive stage‥‥‥‥‥‥450kg/10a. The above figures show that ground water irrigation by the gravity flow and by the standing water method during all the growth stages resulted in an 18 percent and a 21 percent decrease in the yield of brown rice, respectively, when compared with surface water irrigation. Also ground water irrigation by gravity flow and by standing water resulted in respective decreases in yield of 16 percent and 19 percent, compared with the surface irrigation method. 4. Results obtained from the experiments on the improvement of ground water irrigation efficiency to paddy rice are as follows; (1) When the standing water irrigation with surface water is practised, the daily average water temperature in a paddy field is 25.2$^{\circ}C$, but, when the gravity flow method is practised with the same irrigation water, the daily average water temperature is 24.5$^{\circ}C$. This means that the former is 0.7$^{\circ}C$ higher than the latter. On the other hand, when ground water is used, the daily water temperatures in a paddy field are respectively 21.$0^{\circ}C$ and 19.3$^{\circ}C$ by practising standing water and the gravity flow method. It can be seen that the former is approximately 1.$0^{\circ}C$ higher than the latter. (2) When the non-water-logged cultivation is practised, the yield of brown rice is 516.3kg/10a, while the yield of brown rice from ground water irrigation plot throughout the whole irrigation period and surface water irrigation plot are 446.3kg/10a and 556.4kg/10a, respectivelely. This means that there is no significant difference in yields between surface water irrigation practice and non-water-logged cultivation, and also means that non-water-logged cultivation results in a 12.6 percent increase in yield compared with the yield from the ground water irrigation plot. (3) The black and white coloring on the inside surface of the water warming ponds has no substantial effect on the temperature of the water. The average daily water temperatures of the various water warming ponds, having different depths, are expressed as Y=aX+b, while the daily average water temperatures at various depths in a water warming pond are expressed as Y=a(b)x (where Y: the daily average water temperature, a,b: constants depending on the type of water warming pond, X; water depth). As the depth of water warning pond is increased, the diurnal difference of the highest and the lowest water temperature is decreased, and also, the time at which the highest water temperature occurs, is delayed. (4) The degree of warming by using a polyethylene tube, 100m in length and 10cm in diameter, is 4~9$^{\circ}C$. Heat exchange rate of a polyethylene tube is 1.5 times higher than that or a water warming channel. The following equation expresses the water warming mechanism of a polyethylene tube where distance from the tube inlet, time in day and several climatic factors are given: {{{{ theta omega (dwt)= { a}_{0 } (1-e- { x} over { PHI v })+ { 2} atop { SUM from { { n}=1} { { a}_{n } } over { SQRT { 1+ {( n omega PHI) }^{2 } } } } LEFT { sin(n omega t+ { b}_{n }+ { tan}^{-1 }n omega PHI )-e- { x} over { PHI v }sin(n omega LEFT ( t- { x} over {v } RIGHT ) + { b}_{n }+ { tan}^{-1 }n omega PHI ) RIGHT } +e- { x} over { PHI v } theta i}}}}{{{{ { theta }_{$\infty$ }(t)= { { alpha theta }_{a }+ { theta }_{ w'} +(S- { B}_{s } ) { U}_{w } } over { beta } , PHI = { { cpDU}_{ omega } } over {4 beta } }}}} where $\theta$$\omega$; discharged water temperature($^{\circ}C$) $\theta$a; air temperature ($^{\circ}C$) $\theta$$\omega$';ponded water temperature($^{\circ}C$) s ; net solar radiation(ly/min) t ; time(tadian) x; tube length(cm) D; diameter(cm) ao,an,bn;constants determined from $\theta$$\omega$(t) varitation. cp; heat capacity of water(cal/$^{\circ}C$ ㎥) U,Ua; overall heat transfer coefficient(cal/$^{\circ}C$ $\textrm{cm}^2$ min-1) $\omega$;1 velocity of water in a polyethylene tube(cm/min) Bs ; heat exchange rate between water and soil(ly/min)

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