• Proceedings of the Korean Society for Applied Microbiology Conference
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• 1979.10a
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• pp.244.3-245
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• 1979

1. 수율계수 함수의 영향 : 유가 배양에 있어서 수율 계수가 제한 기질 농도의 함수일 경우에 대한 연구를 수행하였다. 사용한 수율 계수 함수는 기질 농도에 대하여 선형 함수였으며 목적함수는 중간 대사 물질의 생산량이었다. 1-가) 수율 계수 함수의 기울기가 음의 값으로 적어짐에 따라 제한 기질의 공급속도가 증가되었다. 1-나) 일반적으로 초기의 얼마 동안은 회분 배양에서와 같이 공급 속도가 거의 없었으며 그후 전환점 이후에 가서야 공급 속도가 증가하였다. 1-다) 전환점 이후에서도 처음에는 대부분의 경우에 공급속도가 음의 값으로 부터 시작하여 증가하기 시작하였다. 1-라) 어떤 경우에는 배양 초기부터 공급 속도가 양의 값으로부터 시작하였으나 곧 감소하였다가 다시 증가하는 비 단조형 변화를 보였다. 1-마) 전환점 이후에서 공급 속도가 증가하는 형태에서도 처음에는 선형 증가를 보이다가 나중에 지수적 증가를 보였다. 1-바) 위와 같은 공급 속도의 변화에 따른 발효조 내의 제한 기질 농도의 변화는 초기에는 가능한 최대치를 유지하다가 전환점 이후에는 갑자기 감소하는 형태를 취하였다. 2. 목적 함수의 영향: 목적 함수가 균체량과 생성 중간 대사물질 량의 선형 결합일 때 대하여 연구하였다. 선형 결합 계수로는 균체량과 생성대사 물질의 상대적인 값어치를 취하였다. 2-가) 허용 최대 균체 농도가 제한되어 있는 상황 하에서 생성 대사 물질의 상대적인 값이 증가 할수록 목적 함수가 증가하였다. 2-나)생성대사 물질의 상대적인 값이 증가할수록 전환점의 위치가 줄어들었다. 2-다) 생성대사 물질 상대적 값의 단위 증가에 대한 목적 함수는 균체량을 감안하지 않은 야마네박사의 결과에 수렴하였다. 2-라) 공급 속도는 상대 값이 커질수록 줄어들었다. 2-마) 균체량의 시간에 대한 곡선은 상대값이 증가할수록 감소하고 전형적인 분기점 형태의 변화를 보였다.변이 뚜렷하여 이로 인한 외임파강내의 염증성병변이 뚜렷이 나타나 있으며 와우관의 특히 기저회전에서의 유모세포의 손실이 심한 것으로 보아 중이염으로 인한 골도의 고음역에서의 손실이 발생함을 알 수 있다.A group), vinclozolin, procymidone, tetradifon cypermethrin, 그리고 fenvalerate(B group)에서는 70% 이상의 회수율을 얻었고, 20%의 ethyl acetate/hexane을 사용하여 분석한 경우는 5%나 10%의 ethyl acetate/hexane을 사용하여 분석했을 때보다 좋은 결과를 나타내어 전체 16종의 농약 중 14종에서 75% 이상의 회수율을 얻었으나, alachlor와 bifenthrin은 매우 낮은 회수율을 보여서 ethyl acetate와 hexane의 혼합용매가 이들 두 농약성분의 분석에는 적합하지 않은 용출 용매임을 알 수 있었다.NO_2의$ 급성 중독증상으로서는 눈, 코를 강하게 자극하고 폐충혈, 폐수종, 기관지염, 폐염 등을 일으킨다. 만성 중독시에는 만성폐섬유와 및 폐수종을 일으킨다. (4) $오존(O_3)$ Ozone은 자동차 배기가스에서 나오는 $NO_2$ gas 및 탄화수소와 작용하여, PAN이라는 자극성 물질을 생성시키는 광학적 Smog의 주요소로 알려져 있다. 자극적인 냄새가 있음으로 불쾌감을 주고 비, 인후점막의 전조감과 두통이 오며 폐기능을 저하시키며 더욱 진행되면 폐충혈, 폐수종 등을 일으킨다 (5) Smog에 의한 건강피해 대표적인 것이 1952.12.5~12.8까지 4일간 영국 Lon-don에서 계속된 Smog사건이며, 이 사건으로 말미암아 호흡기질환 사망율이 사건전보다 사건기간 중 혹은 사건후에 5~10배의 증가율을 보였다. 이때 Smog의 주원인은 연료의 불완전 연소에 의한 연기와 이때 발생

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.20 no.1
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• pp.81-92
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• 2008

In this study, the analysis results were presented for the experimental data of sluice for tidal power generation that were installed in an open channel flume. The experiment was carried out for the six different sluice models of different widths and bottom heights of the sluice throat section. If the side shape of the sluice was the same, the coefficient of discharge generally increased by increasing the width of the throat section. However, when the water discharge was small and the upstream water level was low, the coefficient of discharge increased for a while but decreased later with the increase of the throat section width. In addition, the coefficient of discharge was larger when the bottom height of the throat section was higher, regardless of the width of the throat section. It was concluded that the values of coefficient of discharge that were frequently used in the previous feasibility studies were underestimated so that should be adjusted to higher values.

• Journal of the Korea Concrete Institute
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• v.14 no.5
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• pp.708-717
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• 2002

Durability is a major concern in the design and construction of concrete structures which are located in the sea environments. In particular, the combined action of chlorides, sulfates, and carbonation nay influence greatly the deterioration behavior of concrete structures. The purpose of the present study is to explore the diffusion characteristics of chloride ions in concrete structures under combined deterioration conditions. The present test results indicate that the chloride penetration into concrete structures is more pronounced under combined attacks of chlorides, sulfates and carbonation. The diffusion coefficients and surface chloride contents were found to increase under combined multiple deterioration conditions. The present study provides quantitatively the penetration and diffusion characteristics of chloride ions in concrete structures under various deterioration conditions. The results of present study may be efficiently used for the realistic design of concrete structures under combined deterioration conditions.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.4 no.2
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• pp.25-33
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• 1984

The effect of particle size on adsorption of trihalomethane have been studied. Using mean particle sizes ranging from 0.73 to 2.03 mm, physical properties of carbon and trihalomethane adsorption characteristics have been investigated experimentally. With increasing particle size specific surface area and pore volume decreased, and the mean pore radius increased significantly. Large pores were dominant in large particles, while small particles were composed of small pores. Isotherm studies were conducted using static bottle point technique and the results were well described by the Freundlich isotherm equations. The adsorption capacity increased significantly with decreased particle size. Additionally micro-column tests were carried out, and the results were compared with the model simulation. From the micro-column studies it was found out that the film transfer coefficient were almost constant, and the differences in the trihalomethane removal efficiency was mainly due to the differences in the adsorption capacity of the particles of different size.

• Journal of KIISE
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• v.45 no.1
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• pp.15-21
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• 2018

Low-Rank Representation (LRR) based methods are widely used in many practical applications, such as face clustering and object detection, because they can guarantee high prediction accuracy when used to constructing graphs in graph - based semi-supervised learning. However, in order to solve the LRR problem, it is necessary to perform singular value decomposition on the square matrix of the number of data points for each iteration of the algorithm; hence the calculation is inefficient. To solve this problem, we propose an improved and faster LRR method based on the recently published Fast LRR (FaLRR) and suggests ways to introduce and optimize additional constraints on the underlying optimization goals in order to address the fact that the FaLRR is fast but actually poor in classification problems. Our experiments confirm that the proposed method finds a better solution than LRR does. We also propose Fast MLRR (FaMLRR), which shows better results when the goal of minimizing is added.

• Journal of the Korean Wood Science and Technology
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• v.34 no.1
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• pp.32-39
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• 2006

The acoustic properties of various coatings for stringed musical instruments made were investigated. The applied coatings were urethane topcoat, oil stain and UV-curable epoxy coating. Acoustic properties of coatings inferred from the elastic modulus and the shear modulus that ware calculated from a resonance frequency and a damping measured by FFT analyzer. The relationship between elastic modulus and density and the relationship between elastic modulus and shear modulus of coatings for stringed musical instruments ware investigated as a function of coating thickness.

• Proceedings of the Korea Concrete Institute Conference
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• 2008.04a
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• pp.557-560
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• 2008

Fiber reinforcement has been being widely used in concrete to enhance the mechanical properties and to reduce the micro-cracking caused by plastic and drying shrinkage. While researches has been focused on the benefits of fiber reinforcement, the properties of fiber reinforced concrete are strongly dependent on the type, shape and the amount of fibers in concrete. In this study, the resistance of nylon fiber reinforced concrete against the chloride ion penetration was experimentally observed by NT Build 492. The test results showed that the addition of nylon fiber has little effect on the change of the resistivity of concrete to the chloride ion penetration.

• Journal of Korea Water Resources Association
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• v.51 no.7
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• pp.575-584
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• 2018

An increase in heavy rainfall and floods have been observed over South Korea due to recent abnormal weather. In this perspective, the high-resolution weather forecasts have been widely used to facilitate flood management. However, these models are known to be biased due to initial conditions and topographical conditions in the process of model building. Theretofore, a bias correction scheme is largely applied for the practical use of the prediction to flood management. This study introduces a new mean field bias correction (MFBC) approach for the high-resolution numerical rainfall products, which is based on a Bayesian Kriging model to combine an interpolation technique and MFBC approach for spatial representation of the error. The results showed that the proposed method can reliably estimate the bias correction factor over ungauged area with an improvement in the reduction of errors. Moreover, it can be seen that the bias corrected rainfall forecasts could be used up to 72 hours ahead with a relatively high accuracy.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.2C
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• pp.51-58
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• 2009

In this study, the small strain shear moduli ($G_{max}$) of uncemented and gypsum-cemented sands are evaluated by performing a series of bender element tests on the specimens reconstituted in the calibration chamber. It is observed from the experimental results that $G_{max}$ of crushed-sands is about 35~50% smaller than that of natural sands. The increase in gypsum content is observed to result in an exponential increase of $G_{max}$ value. It is also shown that the relative density has more significant effect on $G_{max}$ of cemented sand, whereas the vertical effective stress has more significant influence on $G_{max}$ of uncemented one. A prediction equation for cemented sand is expressed as a function of gypsum content as well as void ratio and vertical effective stress.

• Journal of Korean Tunnelling and Underground Space Association
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• v.19 no.1
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• pp.29-39
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• 2017

In this research, thermal design data such as heat transfer coefficient on the wall surface required for ventilation system design which is to prevent the temperature rise in the underground utility tunnel that three sides are adjoined with the ground was investigated in numerical analalysis. The numerical model has been devised including the tunnel lining of the underground utility tunnel in order to take account for the heat transfer in the tunnel walls. The air temperature in the tunnel, wall temperature, and the heating value through the wall based on heating value(117~468 kW/km) of the power cable installed in the tunnel and the wind speed in the tunnel(0.5~4.0 m/s) were calculated by CFD simulation. In addition, the wall heat transfer coefficient was computed from the results analysis, and the limit distance used to keep the air temperature in the tunnel stable was examined through the research. The convective heat transfer coefficient at the wall surface shows unstable pattern at the inlet area. However, it converges to a constant value beyond approximately 100 meter. The tunnel wall heat transfer coefficient is $3.1{\sim}9.16W/m^2^{\circ}C$ depending on the wind speed, and following is the dimensionless number:$Nu=1.081Re^{0.4927}({\mu}/{\mu}_w)^{0.14}$. This study has suggested the prediction model of temperature in the tunnel based on the thermal resistance analysis technique, and it is appraised that deviation can be used in the range of 3% estimation.