본 연구는 미국에서의 기술경영 분야의 발전과정을 통해 기술경영의 정체성이란 무엇인가를 탐구한다. 미국에서 기술경영은 2차 대전 전후를 거치면서 현재까지 기술과 사회의 관계의 변화에 따라 내용을 달리해왔다. 본 연구에서는 (1) 2차 대전 전후의 ``R&D 관리`` 또는 ``프로젝트관리`` 단계, (2) 70-80년대 초반의 혁신에 대한 이론화 전개 단계, (3) 기술경영논의의 확대 및 기술경영교육의 확산 단계로 나누어 정리하였다. 이를 통해 기술경영의 개념 및 이해가 시대적 문제해결 과정에서 다양한 의미를 가지면서 진화해온 것을 확인할 수 있었다. 이러한 복수적 정체성은 그 자체가 병리적인 것이라기보다는 기술과 사회의 접점이 확대되고 있음을 보여주는 것이며, 기술경영교육의 측면에서는 다양한 접근이 필요하다는 함의를 제공해 준다.

건물의 규모가 대규모화 되면서 고성능 콘크리트의 필요성이 커지고 있다. 하지만 고성능 콘크리트의 문제점으로 시멘트 수화물 생성시 부피 안정성 문제를 일으킨다고 알려지면서 시멘트 기반재료와 나노재료의 혼합기술에 관한 연구에 관심이 증대 되고 있다. 본 연구에서는 나노재료 중에서도 그래핀을 콘크리트에 혼입하여 콘크리트의 역학적 성능 및 내구성 증대와 함께 다양한 기능성이 발현되는지 알아보고자 한다.

숏크리트는 특성상 조기체적 불안성에 노출되므로, 강섬유등의 보강재를 사용한다. 그러나 해저터널 시공을 위한 숏크리트는 지속적으로 해수에 노출되므로 강섬유는 부식의 우려가 존재한다. 따라서 부식의 우려가 없는 폴리올레핀 섬유를 강섬유와 동시에 사용하여 숏크리트용 콘크리트의 물리적 특성을 분석하고자 한다. 각 섬유의 혼입율을 달리하여 압축강도, 휨강도 및 염해저항성을 평가한 결과 폴리올레핀 섬유와 강섬유의 혼합비율은 50:50이 적절할 것으로 판단된다.

This research is to investigate the effect of borosilicate glass powder on neutron shielding capability of cement mortar. The average particle size of the borosilicate glass powder was 13 μm. It was found that the addition of borosilicate glass powder increased 28 day compressive strength. In addition, neutron shielding capability of cement mortar also increased by the addition of borosilicate glass powder. Considering our earlier findings on enhanced thermal neutron shielding of cement mortar by borosilicate glass powder, the use of borosilicate glass powder was found to be effective to shield neutron when the cement mortar was exposed to the neutron radiation. It can be concluded that borosilicate glass powder is a good alternative material for neutron shielding purposes.

By analyzing the flexural capacity of shotcrete mixture with blast furnace slag and confirmed the suitability as subsea tunnel support of the long-term repeated soaked in chloride-ion slag shotcrete. As a result, the shotcrete mixture with slag is excellent evaluated in terms of flexural capacity compared with existing shotcrete.

as subsea tunnel support. As a result, the shotcrete mixture with slag is excellent evaluated in terms of flexural strength compared with existing shotcrete.

Chloride penetration resistance test was conducted for verifying anti chloride of shotcrete toward change of slag amount in shotcrete. This research compared with each charge passed of material age 28 specimens, which are the results of the chloride penetration resistance test. The result show the shotcrete mixture with slag has great effect on the improvement of anti chloride.

A comprehensive fractionation technique was applied to a set of water samples obtained along drinking water treatment process with ozonation and biological activated carbon (BAC) process to obtain detailed profiles of dissolved organic matter (DOM) and to evaluate the haloacetic acid (HAA) formation potentials of these DOM fractions. The results indicated that coagulation-sedimentation-sand filtration treatment showed limited ability to remove hydrophilic fraction (28%), while removal of hydrophobic and transphilic fraction were 57% and 40%, respectively. And ozonation and BAC treatment showed limited ability to remove hydrophobic fractions (6%), while removal of hydrophilic and transphilic fractions were 25% and 18%. The haloacetic acid formation potential (HAAFP)/dissolved organic carbon (DOC) of hydrophilic fraction was the highest along the treatment train and HAAFP/DOC of hydrophilic fraction was higher than hydrophobic and transphilic fraction as 23% 30%, because of better removal for hydrophobic fraction both in concentration and reactivity.

In this study we followed biofilm formation and development in a granular activated carbon (GAC) filter on pilot-scale during the 12 months of operation. GAC particles and water samples were sampled from four different depths (-5, -25, -50 and –90 cm from surface of GAC bed) and attached biomass were measured with adenosine tri-phosphate (ATP) analysis and heterotrophic plate count (HPC) method. The attached biomass accumulated rapidly on the GAC particles of top layer throughout all levels in the filter during the 160 days (BV 23,000) of operation and maintained a steady-state afterward. During steady-state, biomass (ATP and HPC) concentrations of top layer in the BAC filer were 2.1 μg·ATP/g·GAC and 3.3×108 cells/g·GAC, and 85%, 83% and 99% of the influent total biodegradable dissolved organic carbon (BDOCtotal), BDOCslow and BDOCrapid were removed, respectively. During steady-state process, biomass (ATP and HPC) concentrations of middle layer (-50 cm) and bottom layer (-90 cm) in the BAC filter were increased consistently. Biofilm development (growth rate) proceed highest rate in the top layer of filter (μATP = 0.73 day-1; μHPC = 1,74 day-1) and 78%∼87% slower in the bottom layer (μATP = 0.14 day-1; μHPC = 0.34 day-1). This study shows that the combination of different analytical methods allows detailed quantification of the microbiological activity in drinking water biofilter.

The blue-green algae which caused odor problem in the tap water are difficult to precipitate in sedimentation basin and clogged the filter void rapidly. The studies of this paper were not only oxidation, coagulation and sedimentation processes for effectively removing blue-green algae but yellow clay and polyamine for verification as coagulants aids. The results of this research are summarized as follows: Higher ozone dose(C) and longer contact time(T) were needed for a high degree of removing blue-green algae efficiency. the removal rate of blue-green algae was proportional to the C×T value. The removal percent of chlorophyll-a by sedimentation and filter without pre-ozonation was about 75% but 1 mg/L pre-ozonation could increase the removal percent of chlorophyll-a to 99% and more pre-ozonation could remove completely. Though the removal efficiency of turbidity could increased by high dose of chlorination, the dissolved organic carbon was increased. More chlorine dose from 4 to 10 mg/L dissolved organic carbon was decreased. Using yellow clay as coagulant aids increased density of floc so the settling velocity of floc become rising but polyamine could not increase settling velocity of floc though it could formated large floc.

본 연구는 교통안전공단과 사단법인 녹색교통운동이 공동으로 개발한 교통문화지수와 관련한 2002년과 2003년의 전국 81개 도시 자료를 토대로 통계적 분석을 행하여 이들 대상도시들을 유형화하고, 집단별 영향요인에 근거하여 교통사고 예방대책들을 제시하고자 하였다. 먼저 교통문화지수와 영향요인들에 대한 주성분분석 결과로는 4개의 주성분으로 구분 지울 수 있었으며, 도시 특성별 최적 집단 수는 4개가 적합한 것으로 나타났다. 또한 이들 유형화된 집단별 교통문화지수에의 영향요인을 단계별 다중 회귀분석법을 이용하여 분석한 결과, 4개 집단 모두 높은 설명력을 갖는 회귀모형을 구축할 수 있었다. 이에 따라 각 집단별 교통사고 예방대책들을 구체적으로 제시할 수 있었으며, 아울러 투자된 시설이 얼마나 교통사고 예방에 효과적이었는가를 분석할 필요성이 있음을 향후의 연구 과제로 제시하였다.

This experiment was performed on three parts with prepared coagulants. (1) The characterization of coagulation for PACl coagulants. (2) Comparison of the characterization of coagulation with PAS and PACl coagulants. And (3) Comparison of the characterization of coagulation for the addition of calcium with PACl. Coagulation experiments were conducted with several dosages and pH for each coagulants. For the characterization of coagulation with PACl coagulants, coagulation of Nakdong river waters with three PACls (r=2.0, 2.2, 2.35) showed that the effectiveness of the three coagulants can be considered as r=2.2 > 2.0 > 2.35 which are also the order of higher polymeric aluminum contents. For the comparison of the characterization of coagulation for PAS and PACl coagulants, PAS (r=0.75) coagulants was more effective than other coagulant for the removal of organic matters by sweep floc mechanism with Al(OH)3(s). For comparison of the characterization of coagulation for the addition of calcium with PACl, the presence of divalent cation like Ca2+ was supposed to influence the complex formation of organic anions. From the result of test on coagulation at various pH ranges, the PACl was least affected by the coagulation pH, and the addition of calcium to PACl was very effective for the removal of turbidity and organic materials over broader pH range (pH 4-9).

This research explored the feasibility of preparing and utilizing a preformed polymeric solution of Al(Ⅲ) for coagulation in water treatment. Slow base(NaOH) injection into supersaturated aluminum chloride and aluminum sulfate solutions did produce high yields of Al polymers useful to water treatment applications. The method of characterization analysis was based on timed spectrophotometer with ferron as a color developing reagent. The hydrolytic Al species were divided into monomeric(Ala), polymeric(Alb), and precipitate(Alc) from the difference in reaction kinetics. The analysis of PACㅣ's characteristics showed that the quantity of polymeric Al produced at value of r(OHadded/Al) = 2.2 was 83% of the total aluminum in solution, as showing maximum contents and precipitated Al was dramatically increased when r was increased above 2.35. In addition, the characteristics of polyaluminum sulfate (PAS) showed that polymeric Al contained at r = 0.75 was 18% of the total aluminum in solution. The synthesized PACl and PAS were stable during storing period, as indicating negligible aging effect. The effect of sulfate ion on PACl was dependent on the concentration of sulfate ion. That is, polymeric species decrease and precipitate species increase as sulfate ion concentration increased. It can be concluded that the sulfate cause the formation of Al(OH)3(s) at low pH. However, The effect of calcium ion was negligible for distribution of Al species.