• 대한기계학회논문집B
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• 제37권9호
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• pp.837-845
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• 2013

공기부양 펌프는 액체 내 공기부양 효과에 의해 양수 조작이 어려운 액체 및 액체 내의 침전물을 손상 없이 토출할 수 있는 장점을 가지고 있다. 이러한 장점을 이용하여 DCFC(Direct Carbon Fuel Cell)에서 고온의 용융된 연료를 혼합 및 순환시키기 위해 공기부양 펌프를 적용할 수 있다. 이를 위한 연구의 일환으로 공기부양 특성을 파악하기 위한 기초 실험을 수행하였다. 본 실험에서는 공기부양 펌프 시스템을 구축하여 저수통 내에 모사 액체로 물을 채우고 관(tube)을 삽입한 후, 관 하단부에 가스유량을 공급하여 상단부의 토출유량을 측정하였다. 설계 인자로서 관직경과 잠수비를 변경하면서 이에 맞는 공기유량을 공급하였고, 정해진 각 조건에서 생성된 관 내부의 기포(bubble) 형상을 디지털 카메라로 촬영, 그 형상을 네 단계로 구분하였다. 펌프의 성능을 이론식을 모델링하여 실험 데이터와 비교하였고, 토출 유량을 측정하여 물이 토출되는 시작점인 가스유량과 전체 유량비와의 상관관계를 분석하였다.

• 한국진공학회:학술대회논문집
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• 한국진공학회 2014년도 제46회 동계 정기학술대회 초록집
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• pp.258-258
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• 2014

Spark discharge in water generates shockwaves which have been utilized to generate mechanical actuation for potential use in pumping application. Discharge pulses of several microseconds generate shockwaves and vapor bubbles which subsequently displace the water for a period of milliseconds. Through the use of a sealed discharge chamber and metal bellow spring, the fluid motion can be used create an oscillating linear actuator. Continuous actuation of the bellow has been demonstrated through the use of high frequency spark discharge. Discharge in water forms a region of high electric field around the electrode tip which leads to the creation of a thermal plasma channel. This process produces fast thermal expansion, vapor and bubble generation, and a subsequent shockwave in the water which creates physical displacement of the water [1]. Previous work was been conducted to utilize the shockwave effect of spark discharge in water for the inactivation of bacteria, removal of mineral fouling, and the formation of sheet metal [2-4]. Pulses ranging from 25 to 40 kV and 600 to 900 A are generated inside of the chamber and the bellow motion is captured using a slow motion video camera. The maximum displacements measured are from 0.7 to 1.2 mm and show that there is a correlation between discharge energy input to the water and the displacement that is generated. Subsequent oscillations of the bellow are created by the spring force of the bellow and vapor in the chamber. Using microsecond shutter speed ICCD imaging, the development of the discharge bubble and spark can be observed and measured.

• 한국진공학회지
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• 제18권5호
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• pp.384-389
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• 2009

ZnO는 육방정계결정구조의 물질로서 3.37 eV의 넓은 띠 간격과 60 meV의 큰 exciton 결합에너지에 따른 높은 효율의 자외선발광으로 짧은 파장의 빛 (녹, 청, 자외선)을 내는 LED (Light Emitting Diode) 분야에서 관심을 기울이고 있는 물질이다. LED제작을 위해서는 n형의 ZnO와 p형의 ZnO가 필요하지만 기본적으로 ZnO은 n형이므로 신뢰성 있는 p형 ZnO박막을 제작하기 위한 노력이 기울여지고 있다. 본 연구에서는 ALD (Atomic Layer Deposition)로 제작된 ZnO박막에 20 keV의 에너지를 갖는 질소이온을 $10^{13}{\sim}10^{15}ions/cm^2$로 조사한 후 Hall 효과 측정장치를 이용하여 질소이온 조사에 따른 전기적 특성변화를 조사하였다.

• 한국지하수토양환경학회지:지하수토양환경
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• 제15권6호
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• pp.17-28
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• 2010

As a preliminary survey to improve efficiency of well-based permeable reactive barrier system for groundwater remediation, this site-scale study was carried to identify the flowpaths and controlling factors of plume at a remediation site in Suwon City, Korea. A total of 22 monitoring wells were installed as a grid system in the $4m{\times}4m$ square area by 1-m interval. For the groundwater characterization, various tests were performed including water-level monitoring, water sampling & analysis, pumping and slug tests, and tracer tests. The aquifer appeared to be unconfined with hydraulic conductivities (K) ranging from $2.6{\times}10^{-4}cm/s$ to $9.5{\times}10^{-3}cm/s$. The average linear velocity of groundwater was estimated to be $2.94{\times}10^{-6}m/s$, and the longitudinal dispersivity of a conservative tracer to be $5.94{\times}10^{-7}m^2/s$. Groundwater plume moves preferentially through the high-K zones, and the relatively high ion concentrations along the low-K zones implying deterred groundwater flow. Consequently, the spatial variation of hydraulic conductivity caused by aquifer heterogeneity and anisotropy appears to be the most important factor to maximize the effect of plume treatment system for application of in-situ groundwater remediation techniques.

• 한국지하수토양환경학회지:지하수토양환경
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• 제20권4호
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• pp.41-50
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• 2015

Open-loop groundwater heat pump (GWHP) system generally has benefits such as a higher coefficient of performance (COP), lower initial cost, and flexible system size. The hydrogeological conditions in Korea have the potential to facilitate the use of the GWHP system because a large number of monitoring wells show stable groundwater temperatures, shallow water levels, and high well yields. However, few studies have been performed in Korea regarding the GWHP system and the most studies among them dealt with Standing Column Well (SCW). Because the properties of the aquifer have an influence on designing open-loop systems, it is necessary to perform studies on various hydrogeological settings. In this study, the hydrogeological and thermal properties were estimated through various tests in the riverside alluvial layer where a GWHP system was installed. Under different groundwater flow velocities and pumping and injection rates, a sensitivity analysis was performed to evaluate the effect of such properties on the design of open-loop systems. The results showed that hydraulic conductivity and thermal dispersivity of the aquifer are the most sensitive parameters in terms of performance and environmental aspects, and sensitivities of the properties depend on conditions.

• 자원환경지질
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• 제50권4호
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• pp.267-276
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• 2017

전라남도는 연안지역은 농업활동과 상수도의 미보급으로 인하여 지하수에 크게 의존하고 있다. 지하수의 과다사용은 지하수위 저하를 일으키며 그로 인한 해수침투가 발생할 가능성이 매우 높다. 따라서 지하수 사용에 따른 해수침투 관리가 매우 필요한 지역이다. 전라남도 무안군의 연안암반대수층에서 측정된 EC 자료를 이용하여 해안가 대수층에 적합한 시계열 모형을 구축하고, 해수침투의 지표인 EC를 예측하고자 시계열 분석을 수행하였다. 1년 이상 측정한 EC 시계열 자료는 짧은 주기적인 변동과 함께 추세적으로 증가하는 비정상 시계열의 특성을 보였다. 시계열 분석을 통해 시계열 모형 식별 결과 ARIMA 모형과 계절적인 요인을 고려 할 수 있는 SARIMA 모형 이 적합한 것으로 나타났다. 하지만 두 모형 적용한 결과, EC의 주기적인 변동으로 인해 ARIMA보다는 EC 자료의 변동 특성을 잘 반영한 SARIMA 모형이 예측에 있어서 유리한 것으로 나타났다. 위와 같이 시계열 분석은 암반 대수층에서 해수침투로 인한 EC의 변화를 예측하는데 있어 유용한 것으로 나타났다.

• 대한의용생체공학회:의공학회지
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• 제23권1호
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• pp.33-38
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• 2002

심실보조장치(ventricular assist device, VAD)는 그 특성상 손상된 자연심장의 기능을 보조하기 위해서 사용된다. 따라서, 심실보조장치의 제어 알고리즘을 고려할 때에는 가능한 한 자연심장에 걸리는 부하를 최소한으로 줄여주는 것이 중요하다. 이처럼 자연심장에 걸리는 부하를 줄여주기 위해 가장 일반적으로 사용되는 제어 방식이 바로 자연심장과 심실보조장치 상호간의 동시 박출을 방지하는 counterpulsation 제어 방식이다. 실제로 Nanas[1][2] 등은 동물실험을 통해 좌심실이 손상된 상황에서 counterpulsation 장cl가 혈류역학적으로 어떠한 영향을 미치는가를 연구하였다 본 연구에서는, 현재 서울대학교 인공심장연구실과 (주)바이오메드랩에서 공동으로 개발 중인 이동작동기형 심실보조장치 (AnyHeart/ sup TM/)에 사용할 수 있는 counterpulsation 제어 알고리즘을 개발하고. 개발된 알고리즘을 실제 동물 실험에 적용하기에 앞서 모의순환장치를 이용하여 개발된 알고리즘의 효용성을 검증하여 보았다. 자연심장의 박출 상태를 실시간으로 파악하기 위해 심전도(electrocardiogram, ECG) 신호를 입력으로 받아들여 제어를 수행하는 방식을 채택하였으며, 모의순환장치에서의 실험 결과 심실보조장치와 자연심장 간의 동시 박출 방지 효과가 정상적으로 일어남을 확인할 수 있었다.

• 설비공학논문집
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• 제23권12호
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• pp.791-798
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• 2011

In this study, performance of R410A(50%R32/50%R125) and HFC32/HFC125 mixture is measured to examine the effect of composition shift of R410A used for various air-conditioners and heat pumps. The composition of HFC32/HFC125 mixture varies from the reference composition of R410A ${\pm}10%$ with 5% interval. Tests carried out in a heat pump bench tester at the evaporation and condensation temperatures of $7/45^{\circ}C$ and $-7/41^{\circ}C$ for summer and winter conditions, respectively. Test results show that both the coefficient of performance (COP) and compressor power of the HFC32/HFC125 mixture have the maximum difference of 2.0% as compared to those of R410A. Compressor discharge temperatures of HFC32/HFC125 mixture are increased up to $6.7^{\circ}C$ as compared to that of R410A. The amount of charge for HFC32/HFC125 mixture vary within 5.6% as compared to that of R410A. Overall, performance of R410A is not appreciably affected by the composition shift of ${\pm}10%$ of R32 under both air-conditioning and heat pumping conditions.

• 한국지하수토양환경학회지:지하수토양환경
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• 제18권6호
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• pp.8-17
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• 2013

The contamination of chlorinated ethenes at an industrial complex, Wonju, Korea, was examined based on sixteen rounds of groundwater quality data collected from 2009 to 2013. Remediation technologies such as soil vapor extraction, soil flushing, biostimulation, and pumping-and-treatment have been applied to eliminate the contaminant sources of trichloroethylene (TCE) and to prevent the migration of TCE plume from remediation target zones. At each remediation target zone, temporal monitoring data before and after the application of remediation techniques showed that the aqueous concentrations of TCE plume present at and around the main source areas decreased significantly as a result of remediation technologies. However, the TCE concentration of the plumes at the downstream area remained unchanged in response to the remediation action, but it showed a great fluctuation according to seasonal recharge variation during the monitoring period. Therefore, variations in the contaminant flux across three transects were analyzed. Prior to the remediation action, the concentration and mass discharges of TCE at the transects were affected by seasonal recharge variation and residual DNAPLs sources. After the remediation, the effect of remediation took place clearly at the transects. By tracing a time-series of plume evolution, a greater variation in the TCE concentrations was detected at the plumes near the source zones compared to the relatively stable plumes in the downstream. The difference in the temporal profiles of TCE concentrations between the plumes in the source zone and those in the downstream could have resulted from remedial actions taken at the source zones. This study demonstrates that long term monitoring data are useful in assessing the effectiveness of remediation practices.

• 설비공학논문집
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• 제17권6호
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• pp.569-580
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• 2005

The present study investigates the convective heat/mass transfer characteristics in wavy ducts of a primary surface heat exchanger. The effects of duct aspect ratio and flow velocity on the heat/mass transfer are investigated. Local heat/mass transfer coefficients on the corrugated duct sidewall are determined using a naphthalene sublimation technique. The aspect ratios of the wavy duct are 7.3, 4.7 and 1.8 with the corrugation angle of $145\Omega$. The Reynolds numbers, based on the duct hydraulic diameter, vary from 300 to 3,000. The results show that at the low Re(Re $\leq$ 1000) the secondary vortices called Taylor-Gortler vortices perpendicular to the main flow direction are generated due to effect of duct curvature. By these secondary vortices, non-uniform heat/mass transfer coefficients distributions appear. As the aspect ratio decreases, the number of cells formed by secondary vortices are reduced and secondary vortices and comer vortices mix due to decreased aspect ratio at Re$\leq$1000. At Re >1000, the effects of corner vortices become stronger. The average Sh for the aspect ratio of 7.3 and 4.7 are almost same. But at the small aspect ratio of 1.8, the average Sh decreases due to decreased aspect ratio. More pumping power (pressure loss) is required for the larger aspect ratio due to the higher flow instability.