웹 서버 구현 방안들에 대한 성능 비교

임동관,선주호,김종욱,김용석 江原大學校 産業技術硏究所 2007 産業技術硏究 Vol.27 No.B

For Web server implementations, there are 4 main schemes: process-per-request (PPR), thread-per-request (TPR), worker thread pool (WTP), and worker thread pool with buffers (WTPB). This paper compares performance of the schemes in response time point of view. WTPB shows the best performance. The appropriate number of worker threads for WTPB depends on the request service time. For short requests, the number can be very small. But for longer requests, it is about 1/6 of the number of simultaneous connections.

연속식 오존처리공정을 이용한 낙동강 상수원수의 정수처리 효과

임영성,강관호,이홍재,서동철,박문수,허종수,조주식 한국환경농학회 2002 한국환경농학회지 Vol.21 No.3

낙동강 상수원수를 대상으로 연속적 오존처리에서 오존주업농도에 따른 유기물 분해 특성을 조사하기 위하여 오존처리에 의한 DOC성분변화, UV254/DOC의 변화와 소비오존에 따른 DOC 제거효율을 조사한 결과는 다음과 같다. 유입원수의 수질변화에 따라 다소 차이는 있었으나 전반적으로 오존주입농도가 증가할수록 DOC 처리효율도 증가되었다. 오존처리에 따른 DOC 성분변화는 전오존을 3 mg/L농도로 처리시 TDOC, ADOC, A&BDOC 및 NRDOC는 각각0.6, 0.2, 0.1 및 1.0 mg/L 정도 오존처리에 의하여 감소되었으나 BDOC는 0.8 mg/L 증가하였다. UV254/DOC의 분율은 오존주입농도를 1, 3 및 5 mg/L 처리하였을 때 전오존의 경우는 각각 0.048, 0.044 및 0.037 이였고, 후오존의 경우는 각각 0.018, 0.015 및 0.012로 나타나 오존주입농도가 증가할수록 감소하는 경향을 보였다. 초기 DOC mg당 소비되는 오존량에 대한 DOC 제거율은 전오존과 후오존처리의 초기 DOC에 대한 소비오존량이 각각 약 1.5와 2.3일 때 각자 25%와 32%로서 최대의 DOC 처리효율을 나타내었다. 낙동강 상수원수에 전오존을 처리할 경우 오존주입량은 초기 DOC mg당 소비된 오존이 1.5 mg 이내의 농도가 되도록 주입하고, 후오존은 유입수인 모래여과수의 초기 DOC mg당 소비된 오존이 2.3 mg이내의 농도가 되도록 조절하여 주입하면 적당할 것으로 생각되었다. This study was carried out to evaluate the pollutant removal efficiencies of the advanced drinking water treatment using ozonation process. For raw water. Nakdong River was used. By conducting continuous ozonation experiments, the following results were obtained. Efficiency of water treatment was enhanced with increase in ozone dosage. When ozone dosage of 3 mg/L was used, preozonation of raw water reduced TDOC, ADOC, A&BDOC and NRDOC as much as 0.6 mg/L, 0.2 mg/L, 0.1 mg/L and 1.0 mg/L, respectively. On the other hand, content of BDOC Increased at the level of 0.8 mg/L. Ratio of UV254 absorbance to DOC content by the preozonation with 1, 3 and 5 mg/L dosage were 0.048, 0.044 and 0.037, respectively. In case of postozonation, it were 0.018, 0.015 and 0.012, respectively. When the ratios of consumpted ozone content to 1 mg of initial DOC were 1.5 and 2.3 in preozonation and postozonation treatment, respectively, the highest DOC removal rates of 25% and 32% were obtained by the continuous ozonation.

도시간선가로의 공사중 교통류 특성분석과 적용성에 관한 연구

임채문,이주호,박영환,이영우 대구대학교 과학기술연구소 2001 科學技術硏究 Vol.8 No.1

Since almost roadway improvements are for the public convenient, negative effects by them are ignored. But now due to the increase of traffics demand and limitation of road supply, the positive management scheme and treatment plan on the constructions must be considered. The links operating interrupted flow are intend to yield the traffic between the out flow and inflow part effect zone of street section, we build the delay model using the time gap between under construction and not. And in the case of besides the traffic effect zone, that is street section's occupying construction. This work purpose on only setting up the capacity, delay models, and traffic effect zones as the basic study to find methods for minimizing the traffic delay work zones, and thus it is true that it is incorrPlete of the political, administrative reviews. In future there must be advanced the incomplete in this study, and groping for the various alternatives to minimize the traffic delay by the road occupying construction, with developing the various sets of detailed analyzing models, that is analysis on the street strength, crossroads geometrical forms of crossroads, public traffics, pedestrians, occupying types.

도로 공사중 교통류분석에 관한 연구 - 도시가로를 중심으로 -

임채문,이주호,이영우 대구대학교 과학기술연구소 1997 科學技術硏究 Vol.4 No.1

Recently, owing to the emergence of the importance of road maintenance and management, the maintenance and repair of itself is frequent and also the public facilities communication cable construction and water supply and sewerage construction is frequent too. So road taking work or construction is on the increase. To solve these problems, many fundamental researches are needed to establish more reasonable and concrete transfortation planning during road construction. So in this study, we establish a delay model which is applicable to urban road by separating the intersection construction and street construction of Taegu City urban road as a basic document about road construction.

도로 공사중의 교통류 특성분석과 적용성에 관한 연구 -고속도로와 일반국도를 중심으로-

임채문,이주호,박영환 대구대학교 과학기술연구소 2000 科學技術硏究 Vol.7 No.2

It is the actual condition that the increasing traffic delay and accident caused by inefficient management on various construction by occupying the roadways. Since almost roadway improvements are for the public convenient, negative effects by them are ignored But now due to the increase of traffics demand and limitation of road supply, the positive management scheme and treatment plan on the constructions must be considered. Thus, to the extent of this study divides uninterrupted flow into freeways and the Highway, yielding the time spread between under construction and not, that is delay time, we build capacity and delay model in the change of traffic volume and occupying length.

GPS를 이용한 2차로 고속도로에서의 추월시거 산정방법에 관한 연구

임채문,김정민,박영환,이주호 大邱大學校 科學技術硏究所 2001 科學技術硏究 Vol.8 No.2

This study applied GPS(global positioning system) into the field of traffic and transportation, measured overtaking mechanism at two lane highway. After the analysis of the collected data from the measurement, it was constructed passing sight model which is based on AASHTO(american association of state highway and transportation officials) model and; as the result, passing sight distance was computed. To accomplish this goal, speed and position information for leading and following vehicles were recorded under actual highway conditions. Each vehicle's distance, speed, and acceleration characteristics were calcuated using the passing algorithm equations proposes. The computed value of acceleration was 1.37m/sec2. This value was twice as large as the value calculated earlier(0.6m/sec2). This study proposed 326m as passing sight distance at maximum speed(80km/hr) in 88 Olympic highway.

狀態空間 模型을 利用한 道路交通量 推定에 關한 硏究

임채문,박영환,이주호 대구대학교 과학기술연구소 2000 科學技術硏究 Vol.7 No.1

The purpose of this study is to forecasting traffic volume of an express way and a national road through a model of state space as a time series model of multiple variables : they have a function of link with Taegu-Metropolitan as a commercial city and other cities. As a result of such study, I could construct a forecasting model about road traffic volume of the future. There is an efficient construction as a time series one in the model. I examined the significance of data for this study : the result was that the data served for a forecasting model about road traffic of the future by state space model. I also constructed a forecasting model about road traffic volume of the future by ARIMA model of single variable in order to analyze comparatively with others, and I compared the model with a model of state space. As a result of such study, I think that a forecasting model of traffic volume by state space model is able to consider social and economic alteration : the model as a forecasting model for traffic volume of the future is able to apply to a complex society.

都市街路의 遲滯度推定에 관한 硏究

임채문,권강훈,이주호,김태형 대구대학교 과학기술연구소 2001 科學技術硏究 Vol.8 No.1

This study suggested input variables whose effects have been considered by adjusting various input variables in the TRANSYT-7F and NETSIM, the Simulation programs employed in calculating the delay time at street sections. The results can be summarized as follow. 1. Among the input variables in the TRANSYT-7F needed to calculate the delay time at street sections, the excluded are those which effect the most on time delay, such as bus stops, pedestrian crossings and on/off ramps. Among the input variables the most affecting factors are Saturation flow rate and time delay whose suggested quotients are well summarized in the text of this study. 2. There are variables which affect the change of time delay in the NETSIM, such as bus stop, pedestrian crossing, bus appearance period, and departure time delay. This study did the Simulation program using those variables except pedestrian crossing because, as the result of the correlation analysis suggests, there is a strong correlation between bus stop and pedestrian crossing. In this study, the survey had been done in the morning and afternoon except the Peak time, so heavily congested sections were excluded. And both sides of three street sections were surveyed. Therefore, there should be further studies on heavily congested situations and many other street sections.

활성탄을 이용한 낙동강 상수원수의 수처리 효과

임영성,강관호,이홍재,서동철,허종수,손보균,조주식 한국환경농학회 2002 한국환경농학회지 Vol.21 No.3

상수원수를 보다 효과적으로 처리함으로서 양질의 수돗물을 공급하기 위한 기초자료를 얻고자 낙동강 상수원수를 대상으로 활성탄처리에 의한 공탐체류시간 및 활성탄 여층 깊이에 따른 수처리 효율과 생물활성탄으로서의 이용 가능성을 조사한 결과는 다음과 같다. 공탑체류시간(EBCT)에 따른 수처리 효율은 EBCT가 증가할수록 증가되었으나 운전시간이 경과함에 따라 활성탄 흡착능력은 감소되어 처리효율도 서서히 감소하였다. 활성탄 여층깊이에 따른 pH 변화는 활성탄 층 깊이에 따라 거의 없었으며, D0는 활성탄 층 깊이가 깊을수록 서서히 감소하였다. KMnO^4 소비량, UV254 흡광물질 DOC 및 THMFP 처리효율은 활성만 표층으로부터 하부로 내려갈수록 증가하였으며, 운전시간이 경과할수록 활성탄 상층부에 형성되어 있던 흡착대파 하부로 이동하였다. DOC의 상당 부분이 활성탄여과지에 서식하는 미생물 작용에 의해 분해 제거되는 것으로 나타났으며, 운전개시 126일 후의 BAC에서 활성탄 표층으로 부터깊이 20 cm 부근에 미생물이 1.1*10^7 cell/cm^3 이상 존재하는 것으로 관찰되어 생물활성탄 조건을 만족시키고 있었다. This study was carried out to evaluate the pollutant removal efficiencies of the advanced drinking water treatment using mated carbon process. For raw water, Nakdong river was used. From the activated carbon adsorption experiment, the following results were obtained. The efficiency of water treatment enhanced with increase in empty bed contact time. Variation of pH was not detected to the bed depth, but DO content gradually decreased with the bed depth, Removal efficiency of KMnO₄ consumption, UV254 absorption, DOC and THMFP also were increased by increasing in the bed depth. Transition of adsorption zone from upper parts of the bed to the lower parts were detected as treatment periods increased. Large portion of DOCs were degraded and removed by the microbes growing on the surface of activated carbons. Cell numbers of microbes were estimated over 1.1 × 10 exp(7) cell/㎤ at the depth of 20 ㎝ from the surface 126 days after starting operation. The results shown that the activated carbon filter was successfully acted as a biofilm filter.

급성 복통을 주소로 진단된 자발성 양측 부신 출혈에 의한 부신피질부전

조아름,홍주영,김동호,박민지,권미혜,박근용,원희관,임동미 이화여자대학교 의과학연구소 2014 EMJ (Ewha medical journal) Vol.37 No.S

Thomas Addison은 1855년 발표된 그의 논문에 일차성 부신피질부전에 의하여 발생한 근력 약화, 피로, 식욕부진, 복통, 체중감소, 색소침착 등에 대하여 처음으로 기술하였다[1,2]. 부신피질부전은 부신피질의 파괴에 의해 발생하는 당질 코르티코이드 결핍과 관련된 일차성과 뇌하수체에서 혈청 부신피질자극 호르몬(adrenocorticotropic hormone, ACTH)의 분비장애에 의해 발생하는 이차성으로 구분할 수 있다. 일차성과 이차성의 중요한 차이는 무기질 코르티코이드의 결핍이 일차성에는 있고 이차성에 는 없다는 점이다. 일차성 부신피질부전의 원인으로 이전에는 결핵에 의한 양측 부신 파괴가 가장 흔한 원인이었으나, 결핵 진단율 및 치료약제 보급률이 좋아진 20세기 후반부터는 감소 추세를 보이고 있으며, 선진국에서는 자가면역성 부신염에 의한 일차성 부신피질 부전이 80~90%로 가장 흔한 것으로 보고되었다[3]. 이외에 다른 감염성 질환, 전이성 암, 림프종, 부신출혈 또는 경색, 약물 등의 원인을 들 수 있다. 일차성 부신피질부전의 임상 증상과 징후로는 전신무력감, 식욕부진, 피로감, 체중감소, 과다한 색소침착, 오심, 복통, 기립성 저혈압, 저혈당, 전해질 장애 등이 올 수 있고, 심하면 탈수, 저혈압, 의식장애 및 쇼크가 동반될 수 있다. 일차성 부신피질부전은 본 증례와 같이 드물게 양측 부신 출혈성 경색으로 인해 발생되는 경우가 보고되었는데, 위험인자로는 항응고제 또는 헤파린 투여, 혈전성 질환, 항인지질 증후군과 같은 과응고 상태, 물리적 외상, 감염, 심한 스트레스와 관련되어 발생할 수 있으며 드물게 임신, 부신 종양, 쇼크 등이 원인이 되고 있다[4,5]. 그러나 본 증례와 같이 원인 없이 발생한 자발성 출혈에 의한 부신피질부전의 보고는 매우 드물다. 양측 부신 출혈의 임상 증상과 징후로는 저혈압, 쇼크, 복부, 등, 옆구리, 흉부의 통증, 발열, 의식저하, 복부 강직, 반발 압통 등이 있다[6]. 적절한 치료를 시행하지 않으면 쇼크가 진행하여 혼수와 사망에 이를 수 있어 정확하고 빠른 진단과 치료가 필요하다. 환자가 생존한다면 부신 기능은 드물게 수개월 후 정상으로 회복될 수 있다[7]. 저자들은 상복부 통증을 주소로 내원한 환자에서 매우 드물게 원인 없이 발생한 자발성 양측 부신 출혈에 의한 급성 부신피질부전 1예를 경험하였기에 보고하는 바이다.