• Title/Summary/Keyword: 조도영향

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Study of Surface Properties on Fouling Resistance of Reverse Osmosis Membranes (역삼투 분리막 표면 특성의 내오염성 상관 관계 연구)

  • 김노원
    • Membrane Journal
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    • v.12 no.1
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    • pp.28-40
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    • 2002
  • The primary objective of this study is to elucidate the contribution of the electrostatic and molecula structural properties of an active layer of the thin film compsite (TFC) membranes to fouling tendency. The studies of surface morphology and surface charge were very effective in understanding fouling behaviors of the reverse osmosis (RO) membranes which were the thin film composite type of ployamide. Results of microscopic morphology analyzed by atomic force microscopy (AFM) and surface charge analyzed by electrokinetic analyzer (EKA) showed important factors affecting the fouling of RO membranes. The active layer of the composite membrane possessing realtively neutral streaming charge and less roughness provided a RO membrane with slowly decreasing flux.

Affecting Factor Analysis for Respiration Rate Measurement Using Depth Camera (깊이 카메라를 이용한 호흡률 측정에 미치는 영향 요인 분석)

  • Oh, Kyeong-Taek;Shin, Cheung-Soo;Kim, Jeongmin;Jang, Won-Seuk;Yoo, Sun-Kook
    • Science of Emotion and Sensibility
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    • v.19 no.3
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    • pp.81-88
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    • 2016
  • The purpose of this research was to analyze several factors that can affect the respiration rate measurement using the Creative Senz3D depth camera. Depth error and noise of the depth camera were considered as affecting factors. Ambient light was also considered. The result of this study showed that the depth error was increased with an increase of the distance between subject and depth camera. The result also showed depth asymmetry in the depth image. The depth values measured in right region of the depth image was higher than real distance and depth values measured in left of the depth image was lower than real distance. The difference error of the depth was influenced by the orientation of the depth camera. The noise created by the depth camera was increased as the distance between subject and depth camera was increased and it decreased as the window size was increased which was used to calculate noise level. Ambient light seems to have no influence on the depth value. In real environment, we measured respiration rate. Participants were asked to breathe 20 times. We could find that the respiration rate which was measured from depth camera shows excellent agreement with that of participants.

A Study on Safe Separation Distance between Tunnel and Interchange (터널과 입체 교차로간의 안전한 이격거리 연구)

  • Lee, In-Bae;Kim, Nakseok
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.39 no.2
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    • pp.273-279
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    • 2019
  • Development of mountain area is increasing due to the demand for improvement of traffic convenience and development of underdeveloped area. Therefore, there frequently are sections where tunnels and interchanges are located close to each other. These sections do not only affect tunnel planning, types and length of interchanges, but also affect more on route selection. In Korea, several design criteria present each reference value but these values are very similar. In the situation, the minimum value among them is usually applied when planning roads and it could cause traffic safety problems in different site conditions. In this study, the problems of design speed, illuminance adaptation distance, and lane change intervals are analyzed by simulating the cases that the problem could occur when calculating the separation distance between tunnel and interchange. The results obtained from this study can be summarized as following: the driving speed should be applied in case that the site has a big gap between design speed and driving speed because the uniform application of the design speed is not safe; the illuminance adaptation distance should include the influence distance in the section affected by the direct light; in addition, the lane change distance should include the time to perceive the situation of the next lane after the lane change in the section required for successive lane change.

Effect of Night Illumination on Growth and Grain Yield of Wheat and Barley (야간조명에 대한 대ㆍ소맥의 생육 및 수량반응)

  • 김영용;김충국;김시주;강병화
    • Korean Journal of Agricultural and Forest Meteorology
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    • v.4 no.1
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    • pp.18-22
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    • 2002
  • This experiment was conducted to investigate the effect of night illumination on the growth and yield of wheat and barley. Three varieties of barley and four cultivars of wheat were tested under the different night illuminance which was controlled in the range of 1.2∼20 Lux during whole growth season at night. As night illumination was stronger, the culm length of all varieties tended to be shorter. The shortening was greater in barley than wheat. Node number, awn length and culm diameter tended to decrease as the light intensity was stronger. Internode length above the 4th and 5th node was remarkably decreased by the stronger illuminance. The degree of decrease in spike length affected by the night illuminance was much larger in the late-maturing variety among wheat cultivars. As night illumination was stronger, days to heading was shortened in general. The range of decrease was 2 to 10 days under 10∼20 Lux condition similarly in both barley and wheat. Effect of night illumination on heading date and days from initial heading to full heading was not considerably different between the crops and among varieties except Kangbori. Night illumination decreased the grain yield by 12.5% in barley, and 11.0% in wheat at 2.1∼5.0 Lux condition, and 34.6% in barley, and 29.3 % in wheat at 10∼20 Lux condition compared to control. Yield reduction was significantly different among varieties, being greatest in Kangbori among barley varieties, and in Chokwang (late-maturring variety) and Changkwang (late-maturring variety) among wheat varieties. It was interpreted that the decrease of grain yield was resulted from the decrease in the number of spikes and the number of grains per spike under the stronger night illumination. The decrease of grain yield was more directly attributed to the decrease in the number of grains per spike.

The effect of polyethypeneglycol on the electrocrystallization of Zn electrodeposition (아연 전기도금의 전착성에 미치는 폴리에틸렌글리콜(polyethyleneglycol)의 영향)

  • 김현태;김태엽;이재륭;장삼규
    • Journal of the Korean Crystal Growth and Crystal Technology
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    • v.9 no.6
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    • pp.590-596
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    • 1999
  • The effects of additives on the Zn electrodeposition in chloride-based electrolyte were investigated using circulation cell with three electrodes system. The cathodic polarization increased with the addition of polyethylenglycol (hereafter PEG) in electrolyte. This was attributed to the adsorption of the additives on the electrode and the inhibition of migration of metal ion. The PEG, however, did not have any noticeable effect on the properties of plating solutions at the concentration used. The effect of PEG on the electrocrystallization was related to its molecular weight. With the increase of molecular weight, the cathodic polarization increased, while the surface roughness was improved with the decrease of brightness. Especially, the PEG mixed with different molecular weights was the most effective. The orientation and the type of the deposited grains were changed and refined by PEG, which resulted in the modification of deposited surface roughness and brightness.

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A Study on the Impact of Media Façade Performances on the 10-story Gyeongcheonsa Pagoda (미디어파사드 상영 시 경천사지 십층석탑에 미치는 영향 조사 연구)

  • Lee, Hong Shik;Ryu, Jae Hyoung;Lee, Kwon Joon;Yang, Seok Jin
    • Conservation Science in Museum
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    • v.28
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    • pp.51-64
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    • 2022
  • This study aims to identify the impact of optical energy on cultural properties when the light energy irradiates cultural assets during augmented reality (AR) or media façade performances as activities designed to garner public interest. The 10-story Gyeongcheonsa Pagoda was used for this study, and the impact was evaluated by comparing the optical energy irradiated during a media façade performance with the energy irradiated under normal conditions. For comparison, this study measured the illuminance in lux for each light source that irradiated the ten-story stone pagoda and used the data to calculate illuminance in lux-hours. The results showed that the pagoda receives 786.4 lux per hour when both sunlight and artificial light are present, while 13.2 lux of energy is irradicated by the media façade for each performance. The result indicates that the pagoda receives about 29.8 times more optical energy from sunlight and artificial light sources than during media façade performances on an hourly basis, when the performance is carried out twice a week. This study therefore concludes that the optical energy of media façade performances inflicted trivial damage to the ten-story stone pagoda.

Effects of the Temperature and Light Intensity on the Growth and Microcystin Production of Three Species of Microcystis (M. aeruginosa, M. ichthyoblabe, M. viridis) (Microcystis 3종(M. aeruginosa, M. ichthyoblabe, M. viridis)의 성장과 microcystins 생성에 대한 온도 및 조도의 영향)

  • Lee, Kyung-Lak;Jheong, Weon-Hwa;Kim, Jin-Hee;Kim, Han-Soon
    • Korean Journal of Ecology and Environment
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    • v.43 no.3
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    • pp.400-408
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    • 2010
  • The growth and microcystins production characteristics of three species of Microcystis (M. aeruginosa, M. ichthyoblabe, M. viridis) isolated from Yeongchun dam and Ankei dam in Kyungpook Province, South Korea were investigated at temperatures of $15{\sim}35^{\circ}C$ and light intensities of $35{\sim}180\;{\mu}mol\;m^{-2}\;s^{-1}$. All of the three species exhibited the highest growth rates (${\mu}_{max}$) over the $30^{\circ}C$. The maximum growth rates of M. aeruginosa and M. ichthyoblabe was observed at $70\;{\mu}mol\;m^{-2}\;s^{-1}$, while M. viridis showed maximum growth rate at $35\;{\mu}mol\;m^{-2}\;s^{-1}$. The maximum production of total microcystins was observed at $20^{\circ}C$, and the production of microcystins decreased according as temperature increase. The highest microcystins production of M. aeruginosa, M. ichthyoblabe and M. viridis observed at light intensities of $120\;{\mu}mol\;m^{-2}\;s^{-1}$, $70\;{\mu}mol\;m^{-2}\;s^{-1}$ and $35\;{\mu}mol\;m^{-2}\;s^{-1}$, respectively. The concentration of microcyst in production and microcystin types of three species according to temperatures and light intensities showed clear difference between the species.

Experimental study on Characteristics of Secondary Flow in Meandering Channels (사행수로에서 2차류 특성에 관한 실험적 연구)

  • Seo, Il-Won;Lee, Kyu-Whan;Baek, Kyong-Oh
    • Proceedings of the Korea Water Resources Association Conference
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    • 2005.05b
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    • pp.976-980
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    • 2005
  • 자연하천과 같은 사행수로에서 발생하는 이차류는 흐름 분포를 왜곡시킴으로써, 유사이동, 하상과 제방침식, 하천의 지형변형 등에 매우 큰 영향을 미치게 된다. 또한, 이차류는 주 흐름방향에 수직으로 발생하기 때문에 자연하천에 유입된 오염물의 횡방향 혼합에도 지대한 역할을 한다. 따라서, 본 연구에서는 사행수로에서 이차류의 특성을 정량적으로 분석하고자 중심각이 $120^{\circ}$인 두 개의 만곡부로 이루어진 사행수로에서 실험을 수행하였다. 실험수로는 직사각형 단면과 자연형 단면 두 가지 형태로 제작하였으며, 자연형 단면 하상은 베타함수를 이용하여 제작하였다. 이차류의 정확한 측정을 위해 3차원 유속측정 장치인 micro-ADV를 이용하였다. 실험조건으로는 직사각형 단면과 자연형 단면에서 평균수심과 유량을 달리하여 실험을 총 12회 수행하였다. 실험결과, 직사각형 단면수로에서의 주 흐름의 최대유속선은 수로의 가장 짧은 경로를 따라 발생하였는데, 이는 Shiono와 Muto (1998)의 결과와 일치한다. 자연형 단면 수로에서의 주 흐름은 직사각형 단면 수로에서의 주 흐름 거동과 비슷한 양상을 보였다. 이것은 실제 자연하천 만곡부에서의 주흐름 거동(최대유속선이 최심선을 따라 발생)과는 상이한 결과였다. 그 첫째 원인은 실험수로의 조도가 일반적인 실제하천의 조도를 상사법칙에 맞게 계산한 값보다 작았기 때문이다. 그리고 두 번째 원인은 실험수로의 하폭대 수심비율은 실제하천의 하폭대 수심비율보다 컸기 때문인 것으로 사료된다. 이차류의 정량적인 분석을 위해 각 측정지점별로 횡방향, 수심방향 유속을 그려본 결과, 직사각형 단면에서는 하나의 셀이 존재하는 반면에 자연형 단면에서는 셀이 두개 존재함을 알 수 있었다. 이는 자연하천에서도 발견되는 현상이다. 실제 자연하천에서는 주 셀이 바깥제방 셀보다 큰 형태를 보이지만, 실험수의에서의 셀의 형태는 주 셀보다 바깥제방 셀이 더 크게 발생하는 것으로 밝혀졌다. 이는 앞서 언급한 바와 같이 조도가 작음으로 인한 것으로 판단된다. 이차류 강도를 계산한 결과, 직사각형 단면 수로의 최대값은 두 번째 만곡 유입부지점(U2)에서 가장 크게 나타났으며. 자연형 단면 수로에서 최대값은 두 번째 만곡을 조금 지난 (U4)지점에서 가장 크게 나타났다. 자연형 단면에서는 하폭 대 수심비가 커질수록 이차류강도가 크게 나왔으나, 직사각형 단면에서는 반대로 나왔다. 그리고, 자연형 단면의 이차류 강도는 직사각형 단면보다 크게 나타났다. 특히, 직사각형 단면의 이차류강도는 첫 번째 만곡부분보다 두 번째 만곡부분이 더 크게 나타나는 현상만 보였지만, 자연형 단면의 이차류 강도는 앞서 언급한 특징 외에 만곡부에서 증가하고, 직선부에서 감소하는 주기적인 형태를 보였다.

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The Study on Assessment of Roughness Coefficient for Designing Wind Farm in Jeju Island (제주도 풍력발전단지 설계를 위한 조도계수 산정에 대한 연구)

  • Ko, Jung-Woo;Quan, He Chun;Lee, Byung-Gul
    • Journal of Korean Society for Geospatial Information Science
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    • v.20 no.2
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    • pp.15-22
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    • 2012
  • The variation in the wind speed with height above ground is called the wind shear profile. In the field of wind resource assessment, analysts typically use one of two mathematical relations to characterize the measured wind shear profile: the logarithmic profile (log law) and the power law profile (power law). The logarithmic law uses the surface roughness as a parameter, and the power law uses the power law exponent as a parameter. The shape of the wind shear profile typically depends on several factors, most notably the roughness of the surrounding terrain and the stability of the atmosphere. Since the atmospheric stability changes with season, time of day, and meteorological conditions, the surface roughness and the power law exponent also tends to change in time. For this study, Using the observed data from Met-mast, located in Pyeongdae, Handong in Jeju. we used the matlab and windograper to calculate roughness length and the law exponents. These calculations are similar to reference the data, but they have different ranges. In the ocean case, each reference data and calculated data was the same, but the crop area is higher than the earlier studies. In addition, the agricultural village is lower than the earlier studies.

A Study on Buffeting Responses of a In-service Steel Cable-stayed Bridge Using Full-scale Measurements (실측 데이터를 이용한 공용중인 강사장교의 버페팅 응답 분석)

  • Lee, Deok Keun;Kong, Min Joon;You, Dong Woo
    • KSCE Journal of Civil and Environmental Engineering Research
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    • v.36 no.3
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    • pp.349-359
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    • 2016
  • In order to analytically evaluate buffeting responses, the analysis of wind characteristics such as turbulence intensity, turbulence length, gust, roughness coefficient, etc must be a priority. Static aerodynamic force coefficients, flutter coefficients, structural damping ratios, aerodynamic damping ratios and natural frequencies affect the analytical responses. The bridge interested in this paper has being been used for 32 years. As the time passes, current terrain conditions around the bridge are different markedly from the conditions it was built 32 years ago. Also, wind environments were considerably varied by the climate change. For this reason, it is necessary to evaluate the turbulence intensity, length, spectrum and roughness coefficient of the bridge site from full-scale measurements using the structural health monitoring system. The evaluation results indicate that wind characteristics of bridge site is analogous to that of open terrain although the bridge is located on the coastal area. To calculate buffeting responses, the analysis variables such as damping ratios, static aerodynamic force coefficients and natural frequency were evaluated from measured data. The analysis was performed with regard to 4 cases. The evaluated variables from measured data are applied to the first and second analysis cases. And the other analysis cases were performed based on Design Guidelines for Steel Cable Supported Bridges. The calculated responses of each analysis cases are compared with the buffeting response measured at less than 25m/s wind speed. It is verified that the responses by the numerical analysis applying the estimated variables based on full-scale measurements are well agreed with the measured actual buffeting responses under wind speed 25m/s. Also, the extreme wind speed corresponding to a recurrence interval 200 years is derived from Gumbel distribution. The derived wind speed for return period of 200 years is 45m/s. Therefore the buffeting responses at wind speed 45m/s is determined by the analysis applying the estimated variables.