• 한국환경보건학회지
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• 제28권2호
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• pp.89-98
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• 2002

This study was taken in general hospital, hotel, shopping center, underground cafe, school, house, for the purpose of investigating the distribution of indoor radon concentration in urban area, by E-PERM which approved U.S. EPA, between August and November 1999. There are two sampling Places were exceed 148 ㏃/㎥(4 pCi/L; U.S EPA remedial level), difference mean is 24.0㏃/㎥ when compared with underground vs. aboveground indoor radon concentration in the same building and ratio is 1.6, so underground area is higher than aboveground (p<0.05). Influencing factors were examined. They related to the location of sampler(detector) open or near the door is lower radon concentration than inside portion, which explains probably open area has better ventilated air and dilutes indoor radon concentration. Temperature has a negative relationship (p<0.05) with indoor radon concentration and relative humidity has a positive (p<0.05) Simultaneously to investigate water radon concentration, collected piped-water and the results were very low, which is the same in piped-water concentration other countries. In conclusion, underground indoor radon concentration is higher than aboveground. Concentration was related to sampling spot, open portion is lower than inside. Higher the temperature, lower the indoor radon concentrations. On the other hand higher the relative humidity, higher the indoor radon concentrations. Indoor radon concentration is influenced by sampling point, temperature, relative humidity.

• 한국유체기계학회 논문집
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• 제18권2호
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• pp.54-59
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• 2015

The performance of UV reactor which is used in water treatment is strongly affected by UV fluence rate and water flow in the UV reactor. Therefore, CFD tools are widely used in designing process of UV reactors. This paper describes the development of a computational fluid dynamics (CFD) methodology that can be used to calculate the performance of open channel type UV reactor used in wastewater treatment plant. All computations were performed using commercial CFD code, CFX, by considering three dimensional, steady, incompressible flow. The Eulerian-Eulerian multi-phase method were used to capture the water-air interface. The MSSS model, provided by UVCalc3D, was used to calculate the UV intensity field. The numerical predictions and calculated UV Dose were compared with experimental dataset to validate the CFD methodology. The reactor performance based on MS2 log reduction was well matched with measurements within 6%.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2019년도 학술발표회
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• pp.43-47
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• 2019

본 연구에서는 수리모형실험을 통해 사이펀 여수로에 장착된 air slot의 방류량 조절 능력을 검토하였다. air slot의 단면 형상으로 원호 및 직사각형 형상을 채택하였으며, 개구부 면적을 조절할 수 있게 하였다. air slot이 장착된 경우 사이펀 관 내부에 공기와 물이 혼합된 복잡한 흐름이 발생하였다. air slot이 장착된 사이펀 여수로에서 저수지 내측 수위가 상승할 때와 하강할 때 동일한 수위에서 동일한 유량이 계측되었다. air slot의 무차원 개구부 면적이 증가할수록 무차원 방류량은 더 서서히 증가하였다. 수리모형실험 결과는 air slot의 면적 조절을 통해 사이펀을 통한 방류량 조절이 가능함을 보여주었다.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2016년도 학술발표회
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• pp.386-390
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• 2016

Water aeration is an effective water treatment process, which involves the injection of air or air-water mixture into water treatment reservoir commonly through pipes. The main purpose of water aeration is to maintain healthy levels of dissolved oxygen (DO), which is the most important water quality factor. The pipes' operating conditions are important for controlling the efficiency and effectiveness of aeration process. Many studies have been conducted on two-phase flows in pipes, however, there are a few studies to deal with small s ale in millimeter. The main objective of this study is to perform 2-dimensional two-phase simulations inside various straight pipes using the computational fluid dynamic (CFD) OpenFOAM (Open source Field Operation And Manipulation) tools to examine the influence of flow patterns on bubble size, which is closely related to DO concentration in a water body. The both flow regimes, laminar and turbulence, have been considered in this study. For turbulence, Reynolds-averaged Navier-Stokes (RANS) has been applied. The coalescence and breakage of bubbles caused by random collisions and turbulent eddies, respectively, are considered in this research. Sauter mean bubble diameter and water velocity are compared against experimental data. The simulation results are in good agreement with the experimental measurements.

• 한국신재생에너지학회:학술대회논문집
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• 한국신재생에너지학회 2007년도 추계학술대회 논문집
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• pp.489-492
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• 2007

Understanding the thermohydraulic processes in the aquifer is necessary for a proper design of the aquifer thermal energy utilization system under given conditions. Experimental and numerical test were accomplished to evaluate the relationship between the geothermal heat exchanger operation and hydrogeological conditions in the open-loop geothermal system. Sand tank experiments were designed to investigate the open-loop geothermal system. Water injection and extract ion system as open-loop borehole heat exchanger was applied to observe the temperature changes in time at injection well, extraction well and ambient groundwater. The thermohydraulic transfer for heat storage was simulated using FEFLOW for two cases of extraction and injection phase operation in sand tank model. As one case, the movement of the thermal plume was simulated with variable locations of injection and extraction well. As another case, the simulation was performed with fixed location of injection and extraction well. The simulation and experimental results showed that the temperature distribution depends highly on the injected water temperature and the length of injection time and the groundwater flow and pumping rate sensitively affect the heat transfer.

• 한국수자원학회논문집
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• 제35권6호
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• pp.729-736
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• 2002

개수로의 설계에 있어서 등류수심의 산정은 가장 기본적인 요건이며, 인공수로를 구축할 경우 일반적으로 최량 수리단면은 가장 경제적인 단면이 된다. 따라서 최량 수리단면의 등류수심 산정은 거의 모든 수로 설계의 핵심적인 요소라 할 수 있다. 개수로 마찰력을 산정하기 위하여 일반성이 확보된 지수형 마찰계수 산정식을 도입하였다. 삼각형, 사각형 및 제형 등 거의 모든 형태의 수로에 대한 등류수심의 산정을 위하여 형식이 통일되고 양해적으로 해석이 가능한 산정식을 도출하였다. 또한 이들 등류수심 산정식은 관로설계에서 도출된 관경 산정식과 형식이 일치함을 확인하였다.

• Journal of Magnetics
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• 제4권3호
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• pp.98-101
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• 1999

In this work we htave constructed an under water sonar transducer using Terfenol-D rod employing open magnetic circuit. Normally Sonar transducer using Terfenol-D was designed under closed magnetic flux return path, and permanent magnet for dc bias marnetic field, but high magnetic field should be applied to the transducer coil for high sound power and it brings temperature increase inside of the transducer. To improve this heat dissipation problem, we have designed an open magnetic circuit type transducer and we can get 200 dB (re. 1 Pa @ 1m) sound power for the input power of 650 VA.

• 수산해양기술연구
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• 제38권4호
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• pp.265-270
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• 2002

증류수 및 수도수 중에서 방열기로 사용되는 알루미늄합금재의 온도 변화, 탈기에 의한 개로전위, 부식전류밀도에 관하여 연구한 결과 다음과 같은 결론을 얻었다. 1. 청수 중에서 개로전위는 온도가 높아짐에 따라 비전위화 되고, 또한 탈기 후의 개로전위는 탈기 전의 개로전위보다 비전위화 된다. 2. 증류수 중에서의 부식전류밀도는 수도수 중에서의 부식전류밀도보다 더 억제된다. 3. 탈기 후의 부식전류밀도는 탈기 전의 부식전류밀도보다 크게 억제된다

• 한국음향학회지
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• 제42권6호
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• pp.617-626
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• 2023

개방형 사무실에서 소음과 스피치 프라이버시 문제는 꾸준히 제기되어 왔다. 이러한 개방형 사무실의 문제점을 해결하기 위한 마스킹 음원에 대한 연구가 필요하다. 따라서 본 연구에서는 청취 실험을 통하여, 쾌적한 물소리를 마스킹 음원으로 제안하고자 한다. 먼저 다양한 소음 레벨에 대하여 음환경 쾌적도와 스피치 프라이버시를 고려한 최적 물소리 레벨에 대하여 고찰하고자 한다. 이후 최적 레벨의 물소리 도입이 업무효율성에 미치는 영향을 검정하고자 한다. 청취실험에서 사용된 사무실 소음은 실제 개방형 사무실에서 바이노럴 마이크를 활용해 녹음하였고, 헤드폰을 통해 피험자들에게 제시하였다. 청취실험 음원은 각각 3개의 등가 배경소음레벨(55 dBA, 60 dBA, 65 dBA)과 5개의 신호대잡음비[Signal to noise ratio(SNR) -10 dB, -5 dB, 0 dB, +5 dB, +10 dB]의 조합로 구성하였고, 각 음원에 대한 주관평가로 전체적인 음환경 쾌적도(Overall Soundscape Quality, OSQ)와 듣기 어려운 정도(Listening Difficulty, LD)를 평가하였다. 평가 결과 배경음 보다 물소리가 커질수록 LD는 증가하였지만 OSQ는 감소하였다. 특히 물소리가 사무실 소음 보다 클경우 도입 전보다 OSQ가 감소하였다. 따라서 OSQ와 LD를 고려하였을 때 소음레벨별 최적 SNR은 모든 소음레벨에 대하여, -5 dB로 나타났다. 이후 업무 효율성을 평가하기 위하여, 최적 레벨의 물소리 도입 전후에 인지능력(Cognitive performance)을 평가하였다. 평가 결과 최적 레벨의 물소리를 도입할 경우, 배경소음이 55 dBA에서는 인지능력평가 결과가 물소리 도입 전에 비해 감소하는 것으로 나타났으나, 60 dBA와 65 dBA에서는 증가하는 것으로 나타났다.

• Asian-Australasian Journal of Animal Sciences
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• 제17권10호
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• pp.1417-1429
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• 2004

The objective of the paper was to study the drinking and other related behavior of dairy cows (Bos taurus). There were 142 Holstein dairy cows observed and compared in this study. The experiment was designed on the basis of two different housing systems (wet pad with forced ventilation cooling house and open house); two different seasons (winter and summer); four different stages (high milk yielding cows, low milk yielding cows, dry cows, and heifers); and grouping (home and visitor animals). All cows had free access to water. Dairy cows spent 13.8 min/day drinking in wet-pad house and 11.7 min/day in open house. owever, there was no significant difference in the duration of water drinking between these two housing systems (p>0.05). The water consumption was significantly higher in wet-pad housed animals (68 L/day) than open-housed animals (31.5 L/day) (p<0.05). A significant interaction between housing and grouping (p<0.05) was found. Home and visitor animals spent more time drinking in open house, wet-pad house, respectively. A highly significant interaction was found between housing and drinking time during the day (p<0.001). Animals in open house drank more during the morning (6:00 to 10:00 h), whereas wet-pad housed animals drank in the afternoon (14:00 to 15:00 h) and evening (18:00 to 20:00 h). The average time a cow spent in drinking in summer was not ignificantly different from that of drinking in winter. However, the water intake was significantly higher in summer (61.9 L/day) than in winter (38.6 L/day) (p<0.05). Drinking activity showed a highly significant interaction between season and physiological stage (p<0.01). High milk yield cows spent more time drinking in summer than in winter, whereas cows in all other stages followed the opposite drinking pattern. Grouping exchange did not influence the drinking behavior of dairy cows in either season (p>0.05); both home and visitor animals spent almost the same time in drinking water. A strong significant interaction between season and time during the day was found(p<0.01), suggesting that animal's high drinking frequency occurred during the daytime for both seasons, with a peak midday in winter and two peaks at 10:00 h in the morning and 19:00 h in summer. Thus, drinking behavior was associated with the cooler time of day in summer and with the warmer hours of day in winter. High and low milk yielding cows and heifers spent 15.3 min/day, 14.3 min/day, and 12.8 min/day, respectively, in water drinking activity, but there was no significant difference among them (p>0.05). There was, however, a significant difference in water drinking activity found in dry cows, which spent less time in drinking at 8.2 min/day (p<0.05).