• Journal of the Korea Institute of Information Security & Cryptology
• /
• v.7 no.2
• /
• pp.3-10
• /
• 1997

Correlation immune functions can be used not only as filter functions or nonlinear combiners in stream ciphers but also as a primitive logic in block cipher. In this paper, we suggest a construction method of correlation immune functions. Using this method, we find lower and upper bound of the cardinality of the correlation immune functions. This result improves Mitchell's result and Yang-Guo's result.

• Journal of KIISE:Databases
• /
• v.30 no.6
• /
• pp.593-605
• /
• 2003

Since spatial join processing consumes much time, several algorithms have been proposed to improve spatial join performance. The M-way R-tree join (MRJ) is a join algorithm which synchronously traverses M R-trees in the M-way spatial join. In this paper, we introduce indirect predicates which do not directly come from the multi-way join conditions but are indirectly derived from them. By applying the concept of indirect predicates to MRJ, we improve the performance of MRJ. We call such a multi-way R-tree join algorithm using indirect predicates indirect predicate filtering (IPF). Through experiments using synthetic data and real data, we show that IPF significantly

• Proceedings of the Korea Water Resources Association Conference
• /
• 2022.05a
• /
• pp.48-48
• /
• 2022

본 연구에서는 상수원 수질개선을 위한 물환경관리 종합대책의 일환으로 장치형과 자연형 물환경관리시설을 복합 구성하여 강우 및 비강우 시 비점오염물질을 집중 저감 할 수 있는 맞춤형 비점관리 모듈화 시설을 제안하고, 그 적용성을 평가하고자 하였다. 이는 습지, 생태수로, 저류지 등으로 정형화된 기존의 수질개선 대책에서 탈피하여 대규모 댐유역에서 구조적 대책의 실효성과 효과성을 도모하기 위한 목적성을 지니고 있다. 이를 위해, 영천댐 유역을 대상으로 수질모형(HSPF, AEM3D)을 구축하고 목표수질 설정에 따른 수질개선 대책을 마련하였다. 여기서 수질개선 대책은 호내와 유역으로 공간적 범위를 구분하여 효과분석을 위한 단일 및 복합 모의 시나리오를 작성했으며, 평년 강우량과 가장 유사한 최근(2017년)의 영천호 수질과 비교하여 개선 효과를 평가하였다. 맞춤형 비점관리 모듈화 시설은 영천호 유입부에 기 조성된 인공습지(평시)와 연계하여 강우 시에는 모듈형(다기능 저류조, 스크린, 고효율여과) 장치를 통해 침강지로 최종 방류하는 것으로 구성하였다. 모듈화 시설의 연중 삭감량 추정 결과는 T-P 유달부하량을 기준으로 평시 32%, 강우 시 11%로 분석되었다. 자세한 모듈화 시설의 구성과 저감효율, 수질개선 대책 시나리오 적용에 따른 영천호 수질변화 분석 결과 등은 발표를 통해 제시될 예정이다.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2021.06a
• /
• pp.469-469
• /
• 2021

낙동강을 취수원으로 사용하고 있는 국민들은 과거부터 꾸준히 발생해온 수질사고로 인하여 낙동강 수질에 대한 관심이 매우 높다. 이에 낙동강 본류를 취수원으로 이용하고 있는 중·하류 지방자치단체들은 낙동강 유역 내 댐이나 상류로의 취수원 이전을 요구하고 있다. 이러한 요구들은 지역·지방간의 갈등이 유발되었으며 가장 대표적인 사례가 부산광역시의 취수원 이전 문제이다. 부산광역시는 낙동강 본류 수질 악화와 녹조발생으로 인한 원수에 대한 시민들의 불신, 수질 악화로 인한 정수비용 증가 등의 문제를 제기하였고 이를 해결하고자 남강 상류 또는 낙동강 지류로 취수원 이전하여 시민들에게 상수 공급하기를 원하고 있다. 하지만 타 지방자치단체와의 이해, 경제성 등의 문제로 마찰을 빚고 있다. 지역간의 갈등을 최소화하면서 적정 수량 확보가 가능한 대체 수자원 확보를 위해 강변여과수, 지하수저류지, 인공함양, 인공습지, 해수담수화 같은 방법들이 논의 되었지만 본 연구에서는 낙동강 중·하류에 인공습지 적용이 가능한 지점들을 선정하고 목표 유량 및 수질 확보 가능성을 평가하였다. 기 연구된 경남, 부산권 광역상수도 사업 타당성 조사(2011, 국토교통부)에 의하면 낙동강 하류지역에 안전한 상수원 확보를 위한 원수 대체 필요량은 전체 약 1,330,000 m³/day 이다. 이를 확보하기 위해 강정고령보 상류 ~ 창녕함안보 하류구간 내 21개의 인공습지 후보지를 선정하고 유량확보 가능량, 수질, 오염부하량, 조류, 공간확보 항목에 대하여 평가하였다. 그 결과 21개 후보지에 대해 유량확보, 수질, 조류 항목에 대한 평가 결과 큰 차이가 없었지만 오염부하량과 공간확보 항목에 대한 평가 결과가 인공습지 후보지 선정에 영향을 미치는 것으로 분석 되었다. 향후 낙동강 중·하류에 인공습지를 활용한 취수원 개발을 위해서는 낙동강 본류와 지류에 대한 정확한 수질 조사와 인공습지 후보지에 대한 면적조사, 경제성 평가가 수행되어야 할 것으로 판단된다.

• Current Research on Agriculture and Life Sciences
• /
• v.29
• /
• pp.11-19
• /
• 2011

This research gives weight to establish practical improvement based on analysis of the landscape ecological character and value to realize the importance of small wetland and stream in cultivated areas functioning as a residual landscape element in rural landscape and to deal with ecological depression effectively. The results of summary are as follows. 1) The results of landscape ecological character analysis of wetlands biotop in total of 7 sites, for example, size of surface in site 5 was widely formed about $10,600m^2$, which was assessed satisfactory in terms of slope of waterfront, width of hedgerow, vegetation condition of composition and so on. Also, The number of flexibility showed 2 in site 8-1, the highest, and morphological diversity showed 1.47, the highest. 2) The results of problem analysis of wetland biotop, most of wetlands are analyzed that the width of hedgerow was below 1m. Also, the 4 wetlands in site 8 are appeared that hard to live slope vegetation in there because of slope of waterfronts are above $45^{\circ}$. 3) The results of landscape ecological character analysis of stream in total of 6 sites, for example, width of waterfront in site 4 showed 55m, the widest, and investigated consist of natural ingredients such as soil, rock, gravel. However, width of waterfront in site 2-2 showed 4m, the narrowest, and inclined angle of slope was formed a right angle. 4) The results of problem analysis of stream, width of waterfront hedgerow in site 2-1 showed about 5m, which was very narrower than width of waterfront, and toxic chemicals discharged from near cultivated area without any filtering. Also, all areas of site 2-2 was formed concrete, and was assessed dissatisfactory in terms of capacity of nature purification, flood control, habitat living space because of straight stream. 5) Based on the result above landscape ecological character and problem analysis, main improvement guidelines are set in terms of shape, vegetation, topography in case of wetlands, and which are set in terms of vertical, horizontal structure in case of stream.

• Proceedings of the Korea Water Resources Association Conference
• /
• 2015.05a
• /
• pp.400-400
• /
• 2015

기후변화로 인해 예측하기 어려운 강우패턴의 변화와 도시화로 인한 불투수면의 증가로 도심지는 매년 침수위험에 노출되어 있다. 배수시설의 개선은 인구밀도가 높고 유동인구가 많은 도심지에서 이루어지기 쉽지 않은 상황이며, 강우패턴의 변화는 예측과 대처가 어려운 상황이다. 이러한 이유로, 침투증진을 통해 직접유출수를 줄이는 연구 중 LID(Low Impact Development)에 대한 관심이 높아지고 있다. LID기법은 도시화로 증가된 불투수면을 투수면으로 대체하여 저류, 침투, 여과, 증발산을 유도하여 물 순환 회복에 기여할 수 있는 방법으로 옥상녹화, 투수성포장, 침투 트렌치 등의 기술요소가 있다. LID 기술요소에 대해 국외의 경우 설치방안과 평균적인 저감효과를 메뉴얼로 제시하고 있지만, 강우 및 토지의 지역적 편차가 큰 국내에 적용하기에는 어려운 상황이다. 또한, LID 모델링의 경우 유역 내 적용 면적에 따른 유출저감효과를 제시하는 연구결과는 다수 제시되고 있지만, 적용 면적과 지점에 따라 효율성을 제시하는 점에서는 다소 미흡한 상황이다. 따라서 LID 기술요소 별 설계 사례와 GIS를 바탕으로 유역 내 적용 지점과 면적을 산출하고, 적용 지점 및 면적에 따른 저감 효율을 분석하는 것이 필요하다. 본 연구는 SWMM모형을 이용하여 LID 기술요소 중 옥상녹화를 적용하여, 강우 강도와 적용지점 및 면적에 따른 유출저감 효율을 분석하고자 한다. 연구지역은 청계천 유역으로 총 면적의 75% 이상이 주거지, 상업지, 교통시설 등을 포함한 불투수면으로 이루어져있는 도시 지역이다. 강우자료는 10년, 30년, 80년 빈도 확률강우량을 적용하였으며, 옥상녹화를 적용하기 위한 지점과 면적은 GIS를 기반으로 산정하였다.

• Journal of Chest Surgery
• /
• v.42 no.2
• /
• pp.184-192
• /
• 2009

Background: Although complications from transfusion are known to happen, transfusion is performed during most open heart surgeries. The aim of this study was to investigate the possibility of performing cardiac surgery without allogenic blood transfusion. Material and Method: Between January to August 2007, 44 consecutive patients who underwent open heart surgery with using various blood conservation methods were retrospectively enrolled. They were divided into group I (the onpump group, n=17) and group II (the offpump group, n=27). The blood conservation methods were intraoperative autologous donation, cell saver, retrograde autologous priming, conventional ultrafiltration and modified ultrafiltration. Antianemic agents were administered to all the patients postoperatively. We analyzed the possibility of bloodless operations, the causes of homologous transfusion, the serial change of the hematocrit and the postoperative chest tube drainage, and we compared the results between the two groups. If comparison between the two groups was not reasonable, then we compared two groups with the individual control groups I and II (49 patients) in 2006. Result: 40 (90.9%) of 44 patients were successfully operated on without transfusion and the success rate was 88.2% (15/17) for group I and 92.6% (25/27) for group II. There was no statistical difference between the two groups (p=NS). The causes of transfusion were 2 cases of postoperative bleedings, 1 case of intraoperative bleeding and 1 mistake of the indication for transfusion. There was no statistical difference of the total chest tube drainage (Group I: $417{\pm}359mL$, Group II: $451{\pm}237mL$) (p=NS), but the total chest tube drainages of the two groups were less than each of the control groups 1 and II (p<0.05). The lowest hematocrit level of Group I was $16.4{\pm}2%$, and this occurred just after infusion of cardioplegics and the hematocrits of both groups were recovered to the preoperative level at 2 months postoperatively. Conclusion: In this study, bloodless open heart surgery could be performed in 90.9% of the patients with intraoperative autologous donation, cell saver, retrograde autologous priming, conventional ultrafiltration and modified ultrafiltration. A combination of various blood conservation methods is the most important and bloodless cardiac surgery could be performed with meticulous bleeding control and strictly following the transfusion indications.

• Journal of the Korean Society of Radiology
• /
• v.13 no.1
• /
• pp.81-86
• /
• 2019

In X-ray image, the role of filtration through the filter is to reduce the exposure of the patient by using photon which is useful in formation of the image, and at the same time, enhance the contrast of the image. During interaction between photon and object, low energy X-rays are absorbed from the site of a few cm of the first patient's tissue, and high energy X-rays are the one which form the image. Therefore, the radiation filter absorbs low energy X-ray in order to lower the exposure of the patient and improve the quality of the image. The purpose of this study is to compare the effect on the image quality by differences of added filter through simulation image and actual radiation image. For that purpose, we used Geant4 Application for Tomographic Emission (GATE) as a tool for Monte Carlo simulation. We set actual size, shape and material of Polymethylmethacrylate (PMMA) Phantom on GATE and differentiated the parameter of added filter. Also, we took image of PMMA phantom with same parameter of added filter by digital radiography (DR). Than we performed contrast-to-noise ratio (CNR) evaluation on both simulation image and actual DR image by Image J. Finally, we observed the effect on image quality due to different thickness of added filter, and compared two images' CNR evaluation's transitions of change. The result of this experiment showed decreasing in the progress of CNR on both DR and simulation image. It is ultimately caused by decreasing in contrast on image. In theory, contrast decrease with kVp increased. Given that condition, this study found out that filter makes not only decreasing total dose by absorbing low energy of X-ray, but also increasing average energy of X-ray.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
• /
• 2015.10a
• /
• pp.127-129
• /
• 2015

A meta-analysis is a statistical integration method that delivers an opportunity to overview the entire result of integrating and analyzing many quantitative research results. This study will find meaningful independent variables for criterion variables that affect influencing on purchase intention in social network service, on the basis of the results of a meta-analysis. We reviewed a total of 29 studies related on purchase intention in social network service published in Korean journals between 2000 and 2015, where a cause and effect relationship is established between variables that are specified in the conceptual model of this study. Thus, we present the theoretical and practical implications of these results and discuss the differences between these results through a comparative analysis with previous studies.

• Journal of the Korean Society of Groundwater Environment
• /
• v.7 no.3
• /
• pp.103-115
• /
• 2000

The formation of brown-colored precipitates is one of the serious problems frequently encountered in the development and supply of groundwater in Korea, because by it the water exceeds the drinking water standard in terms of color. taste. turbidity and dissolved iron concentration and of often results in scaling problem within the water supplying system. In groundwaters from the Pajoo area, brown precipitates are typically formed in a few hours after pumping-out. In this paper we examine the process of the brown precipitates' formation using the equilibrium thermodynamic and kinetic approaches, in order to understand the origin and geochemical pathway of the generation of turbidity in groundwater. The results of this study are used to suggest not only the proper pumping technique to minimize the formation of precipitates but also the optimal design of water treatment methods to improve the water quality. The bed-rock groundwater in the Pajoo area belongs to the Ca-$HCO_3$type that was evolved through water/rock (gneiss) interaction. Based on SEM-EDS and XRD analyses, the precipitates are identified as an amorphous, Fe-bearing oxides or hydroxides. By the use of multi-step filtration with pore sizes of 6, 4, 1, 0.45 and 0.2 $\mu\textrm{m}$, the precipitates mostly fall in the colloidal size (1 to 0.45 $\mu\textrm{m}$) but are concentrated (about 81%) in the range of 1 to 6 $\mu\textrm{m}$in teams of mass (weight) distribution. Large amounts of dissolved iron were possibly originated from dissolution of clinochlore in cataclasite which contains high amounts of Fe (up to 3 wt.%). The calculation of saturation index (using a computer code PHREEQC), as well as the examination of pH-Eh stability relations, also indicate that the final precipitates are Fe-oxy-hydroxide that is formed by the change of water chemistry (mainly, oxidation) due to the exposure to oxygen during the pumping-out of Fe(II)-bearing, reduced groundwater. After pumping-out, the groundwater shows the progressive decreases of pH, DO and alkalinity with elapsed time. However, turbidity increases and then decreases with time. The decrease of dissolved Fe concentration as a function of elapsed time after pumping-out is expressed as a regression equation Fe(II)=10.l exp(-0.0009t). The oxidation reaction due to the influx of free oxygen during the pumping and storage of groundwater results in the formation of brown precipitates, which is dependent on time, $Po_2$and pH. In order to obtain drinkable water quality, therefore, the precipitates should be removed by filtering after the stepwise storage and aeration in tanks with sufficient volume for sufficient time. Particle size distribution data also suggest that step-wise filtration would be cost-effective. To minimize the scaling within wells, the continued (if possible) pumping within the optimum pumping rate is recommended because this technique will be most effective for minimizing the mixing between deep Fe(II)-rich water and shallow $O_2$-rich water. The simultaneous pumping of shallow $O_2$-rich water in different wells is also recommended.