In this study, blending oils of diesel oil and butanol were used as fuel oil for diesel engine to measure combustion pressure, fuel consumption, air ratio and exhaust gas emission due to various operating conditions such as engine revolution and torque. Using these data, the results of analyzing the engine performance, combustion characteristics and exhaust emission characteristics such as NOx (nitrogen oxides), CO2 (carbon dioxide), CO (carbon monoxide) and soot were as follows. The fuel conversion efficiency at each load was highest when driven in the engine revolution determined by a fixed pitch propeller law. Except 30% butanol blending oil, fuel conversion efficiency of the other fuel oils increased as the load increased. Compared to diesel oil, using 10% and 20% butanol blending oil as fuel oil was advantageous in terms of thermal efficiency, but it did not have a significant impact on the reduction of exhaust gas emissions. On the other hand, future research is needed on the results of the 20% butanol blending oil showing lower or similar levels of smoke concentration and carbon monoxide emission rate other than those types of diesel oil.

PURPOSES : The purpose of this study was to evaluate newly developed Guss mastic asphalt with polymer modifier as a elastomer and a plastomer in to polymer content. METHODS : As polymer modifiers, 10%, 20% of elastomer and 10%, 20% of plastomer, and 10% of elastomer and 10% of plastomer are all added to the binder, and the physical properties of the Guss mastic asphalt mixture with these binders are changed. The properties of mixtures with workability, penetration depth and dynamic stability were compared with the existing Guss mastic asphalt mixture. RESULTS : When using the elastomer and the plastomer, the dynamic stability of the Guss mastic asphalt mixture was improved compared to the conventional asphalt mixture, and when the amount of the elastomer was 20%, the workability was reduced. In addition, when 10% of the elastomer and 10% of the plastomer were used, the workability was not significantly deteriorated and the dynamic stability was increased. CONCLUSIONS : In order to improve the dynamic stability of the Guss mastic asphalt mixture using the polymer-modified binder, it is effective to use an elastomer and a plaststomer.

PURPOSES : This study aims to develop drainage minor-structure materials using asphalt mixtures, and to apply construction methods. METHODS : The AP-5, 120-150A, and 150-200A binders were adopted to select the optimal asphalt binder for the domestic application of asphalt concrete in curb construction. The mixture design of asphalt mixtures has applied the standard for evaluating asphalt curb mixtures in Korea. Test construction utilized asphalt curb equipment to evaluate asphalt mixtures, according to the type of asphalt binder. RESULTS : The results of the asphalt mixture design indicated that the optimum asphalt content was determined at 2–3% air void for each type of asphalt binder, and the quality of the asphalt mixture applied with asphalt curb binder was excellent. In addition, the quality difference was significant, depending on the temperature of the asphalt mixture at each phase of the asphalt curb construction. CONCLUSIONS : Asphalt curb construction using asphalt materials has a large impact on the quality, depending on the temperature of the asphalt mixture, therefore management at the appropriate temperature is important when applying it to the site. Further research is also required on the production, transportation, and dedicated equipment of asphalt mixtures.

육상으로부터 각종 오염물질이 유입되는 하구역은 오염관리에 주의를 기울일 필요가 있다. 본 연구에서는 석탄회 조립물과 하구의 오염 퇴적물을 혼합하여 저서 환경 개선 효과 및 저서 미생물의 군집 구조 변화를 조사하였다. 하구 퇴적물과 석탄회 조립물을 7:3 의 비율로 혼합하여 1개월 동안 반응시킨 후 환경 및 미생물 군집을 분석하였다. 퇴적물의 환경인자를 분석한 결과, 석탄회 조립물이 혼합된 실험구의 pH는 11까지 증가하였다. 실험구의 DIP 농도는 석탄회 조립물과의 반응을 통해 생성된 인산칼슘으로 인해 대조구 대비 30 % 감소하였다. 또한 대조구 대비 실험구에서 증가한 Gammaproteobacteria 강은 DIP 감소에 영향을 줄 수 있음을 확인하였다. DIN 농도는 대조구 대비 실험구에서 2배 이상 증가하였는데, 이는 높은 pH 및 석탄회 조립물에서 용출되는 NH4 +-N의 영향인 것으로 판단된다. 질소 순환과 관련된 미생물은 대조구 및 실험구 모두에서 확인되지 않았다. 따라서, 석탄회 조립물은 오염된 하구 퇴적물의 DIP 농도 감소에 효과적이며, 저서 미생물 군집이 인의 순환에 영향을 주는 것으로 나타났다.

In this study, the combustion characteristics of low calorific gas (LCG) fuels are investigated by numerical simulation. PREMIXED code is used to predict the flame structure and NO emission with two mechanisms, which are GRI 3.0 and USC II chemical reaction mechanisms for CH4 and LCG 8000 and LCG 6000, respectively. Also, elementary reactions related with production and destruction for OH radical are studied because OH radical is dominant for burning velocity and NO emission. As results, the production and the destruction of OH radical for CH4 and LCG 8000 using GRI 3.0 are dominated by reactions of No. 4, No. 2 and No. 3 and by No. 5, No. 3 and No. 7, respectively. For LCG 6000 using USC II, reactions of No. 3, No. 4 and No. 11 and of No. 7, No. 8 and No. 12 dominates to the production and the destruction, respectively. In addition, NO emissions for LCG gas fuel are generated by thermal NO because the flame temperatures are over 1800 K.

Due to severe environmental pollution from ships, IMO(International Maritime Organization) is imposing strict controls on pollutant emission in ECA(Emission Control Area). There have been active studies to find fuel that could replace existing fossil fuel and especially in recent times, diverse studies on recycling of coffee ground are in progress. The annual domestic consumption of coffee was 150,000 tons according to the data of 2017 year and 99% of them are coffee ground to be scrapped. Therefore, in this study, coffee ground was mixed with diesel oil to develop alternative fuel. The analysis result showed that when coffee ground and diesel oil were mixed at a rate of 30%, 20% and 10%, the diameter of coffee ground droplet was 49.1μm, 45.9μm and 17.5μm respectively.

아산화질소(Nitrous oxide, N2O)는 지구온난화 물질의 하나로 이산화탄소에 비해 지구온난화효과가 310배 강하고 분해하는데 120년이 소요되기 때문에 오존층 파괴에 주범으로 알려져 있다. 따라서 본 연구에서는 N2O를 저감하기 위해 고온 열분해 기술을 적용하여 N2O 저감 공정에서 발생하는 NOx 배출 특성에 대해 조사하였다. 고온 유동장을 형성하기 위해 동축 분젠 예혼합 화염을 열원으로 채택하였으며 실험 변수로는 노즐출구속도, 동축류 속도 및 N2O 희석률로 설정하였다. 실험 결과, NO 생성률은 노즐출구속도 및 동축류 유량에 관계없이 N2O 희석률이 증가함에 따라 증가하였다. NO2의 경우에는 연소 불안정성(Kelvin Helmholtz 불안정)이 억제된 안정된 예혼합 화염에서 다량으로 배출되었는데, 이는 화염 면 부근에서 감소된 N2O의 체류시간으로 인해 열분해 시간이 충분하지 않기 때문인 것으로 사료 된다. 따라서 N2O의 저감 효율을 증진시키기 위해서는 K-H 불안정성이 발생되는 노즐출구속도를 선정하여 화염 면 부근에서 발생되는 와류(toroidal vortex) 형태의 유동 구조를 형성하는 것이 N2O의 체류시간을 증가시키는데 효과적인 것으로 판단된다.

PURPOSES : The objective of this study is to quantitatively evaluate the visibility of a mixed-color asphalt pavement. METHODS : The visibility was compared and evaluated using a color pavement specimen, i.e., a pigment was added to the asphalt binder, which was used to fabricate a color pavement specimen, with red aggregate as the coarse aggregate, and the resultant difference in visibility was quantitively evaluated. The color asphalt mixture to which the pigment was added was prepared by varying the amount of pigment added — i.e., 3 %, 5 %, and 7 % of the total weight of the mixture — to confirm the change in visibility according to the amount of pigment added. For the color asphalt mixture with color aggregates, red-colored mudstone coarse aggregates(13mm and 10mm) were used. It is assumed that the surface of the produced specimen simulates the initial performance periods and the cut section of the specimen simulates the state of completion of the performance periods. RESULTS : The initial ΔE for the colored pavement exhibited the best visibility of WC-2-R. However, when considering the value of a in the red color pavement, the visibility of SMA13-R and WC-2-R was assessed as best; this is because SMA13-R exhibits a lower color difference than WC-2-R at the beginning of the performance periods but the red color is better. Upon completion of the colored pavement performance periods, the ΔE of each specimen using the SMA13-0C specimen as the reference specimen was high in SMA13-RC and ΔE using the WC-2-0C specimen as the reference specimen was also high in SMA13-RC. In addition, the a value is also higher than that of other mixtures so it is judged that the visibility of SMA13-RC is best when the performance periods are completed. CONCLUSIONS : The a value tended to increase with the increasing amount of pigment added at the beginning of the performance; however, it was found to decrease rapidly as the performance was completed. However, in the case of using SMA13-RC as the colored aggregate, since the color of the aggregate itself is red, it exhibits a constant value of 5.67 from the performance start to completion. Therefore, it is judged that a constant red color can be expressed during the performance period when the colored pavement using red colored aggregate is applied to the exclusive bus lane.

연소실 내 공조현상으로 인해 발생되는 열음향 불안정성은 안정적인 연소시스템을 구현하기 위해 해결해야 하는 고질적인 문제로 제기되어 왔다. 열음향 불안정성은 크게 1차 2차 열음향 불안정성으로 나뉘며, 본 연구에서는 열음향 불안정성 중 2차 열음향 불안 정성의 천이에 관해 열손실이 미치는 영향에 대한 실험적 연구를 진행하였다. 2차 열음향 불안정성을 발생시키기 위해 한쪽 끝이 열린 1/4 파장 공명기를 채택하여 수직으로 설치하였고, 공명기 내부에는 예혼합 가스를 주입하였다. 또한 공명기 상단으로 발생하는 열손실 효과를 비교하기 위해 추가적으로 외부 동축류 관을 설치하였다. 연료 농후조건의 예혼합 가스만을 채택하여 주입하였기 때문에 동축관 에 주입되는 기체에 따라 공명기 상부에 추가적인 확산화염이 형성될 수 있다. 그 결과 확산화염이 발생되었을 경우 공명기 상단으로의 열손실이 감소하며 2차 열음향 불안정성이 발현되었으며, 확산화염이 억제되어 공명기 상단으로의 열손실이 증가하였을 경우 2차 열음향 불안정성의 발현이 억제되는 결과를 도출하였다.

국제해사기구(IMO)의 황함유량 규제에 따르는 저유황연료유는 생산 공정에 따라 다양한 물리화학적 특성을 가지게 된다. 본 연구는 저유황연료유 및 저유황-고유황 혼합연료유의 물리화학적 특성연구 결과를 해양오염 방제대응의 기초자료로 활용하고자 한다. 연구에 사용된 혼합연료유는 황함유량이 0.46 mass%인 저유황연료유와 0.36 mass%인 저유황연료유에 고유황연료유를 25, 50, 75 mass% 혼합하여 제조하였다. 이 혼합연료유에 대해 동점도, 유동점 및 Saturates, Aromatics, Resins, Asphaltenes(SARA)분포 등 물리화학적 특성에 대해 실험실 연구를 하였다. 동점도가 높고 유동점이 낮은 특징의 고유황연료유가 75 mass% 혼합함에 따라, 혼합연료유의 동점도는 350.2 %까지 증가 하였으며, 유동점이 23℃와 -11℃의 저유황연료유는 각각 -3℃ 및 -6℃까지 유동점이 내려가거나 올라갔다. Asphaltenes 분포가 적은 저유황연료유에 고유황연료유를 혼합함에 따라, Saturates분포는 68.8 %까지 감소하고, Asphaltenes분포는 1,417 %까지 크게 증가하였다.

PURPOSES : This paper presents a quality evaluation of Korean foamed asphalt, which uses the maximum expansion ratio and half-life method. The maximum expansion ratio and half-life method are used to determine the optimum water content to produce a foamed asphalt mixture. The foamed asphalt mixture according to determine an optimum water content with this method; the mixture quality was compared with hot mix asphalt mixture. METHODS : For the foamed asphalt mixed design, the water content was determined in addition to the Marshall mixing design method. The water content was determined using the ratio of the maximum to minimum volume and the time for the volume to decrease to half of the maximum volume. We conducted stability, indirect tensile strength, tensile strength ratio, dynamic immersion, and absorption rate tests to compare the foamed and hot mixed asphalt mixtures. RESULTS : The foam asphalt mixture exhibited less performance reduction due to temperature change than the hot mixed asphalt mixture. Most of the two mixture types exhibited similar performance. In addition, both mixtures should use an anti-stripping agent to improve water resistance. CONCLUSIONS : As a result of the laboratory test, the foamed asphalt mixture was able to ensure a similar performance to the hot-mixed asphalt mixture.

PURPOSES : The purpose of this study is to analyze the effect of ions in emulsion asphalt on recycling cold asphalt concrete and suggest the possibility of using anionic and nonionic emulsion asphalt. METHODS : In this study, indirect tensile strength, toughness, tensile strength ratio, and dynamic immersion tests were conducted to determine the effects of cation, anion, and non-ion emulsified asphalt on the cold recycled asphalt mixture. Crack resistance was evaluated through indirect tensile strength and toughness tests and the tensile strength ratio and dynamic immersion test were evaluated through tensile strength ratio and dynamic water immersion test. RESULTS : Indirect tensile strength and toughness measurement results demonstrated that the mixture using anion and non-ion emulsified asphalt tended to be higher than that using cation emulsified asphalt; this is due to the high content of reclaimed asphalt pavement with a cationic or ionic surface, which is related to the use of cation-emulsified asphalt in the mixture and has shown a low strength tendency. The tensile strength ratio measurement demonstrated that the mixture using non-ion emulsified asphalt tended to be approximately 15 % higher than that of the anion mixture. This demonstrated that the chemical additive used in the mixture showed a complete hydration reaction with the distribution to the mixture. The dynamic immersion test indicates that the aggregate film rate of asphalt is highly influenced by the surface electric charge of the new aggregate while the ionicity effect appears to be insignificant, at 75 - 85 %, when circular aggregates are used. CONCLUSIONS : High reclaimed asphalt pavement content in cold recycled asphalt mixture, as well as non-ion and anionic emulsified asphalt, is advantageous, reducing cracking and improving moisture resistance. It is believed that anions and non-ions may be better utilized than applying the existing criteria to the cold temperature recycled asphalt mixture with high reclaimed asphalt pavement content. In addition, if the scope of the emulsified asphalt is expanded, various additives can be used, which will require analysis of materials, such as fertilizers and additives.

PURPOSES : The objective of this study is to address various problems, such as an increase in material cost and premature failure (e.g., cracks and potholes) of porous pavements, and to develop multifunctional asphalt and asphalt mixtures to ensure the long-term commonality of porous asphalt pavements. METHODS : A basic quality test of two types of porous asphalt mixtures was performed. One type consisted of the existing porous asphalt mixture, using domestically presented grading, and the other a porous asphalt mixture using high-viscosity modified asphalt with enhanced low-temperature properties, aimed at improving strain resistance and developed by applying the grading suggested by the Federal Highway Administration (FHWA). RESULTS : The cantabros loss rate was 19.62 % for conventional modified asphalt (PG 82-22) and 5.95 % for the developed highviscosity modified asphalt (PG 88-28), indicating that both mixtures passed the criteria. Regarding the drain-down loss rate, mixtures using both types of asphalt were found to pass all quality standards. The average permeability coefficients for each porous asphalt mixture were 0.023 and 0.018 and both types of porous asphalt mixtures satisfied the quality standard of 0.01 cm/s, as given by the Asphalt Concrete Pavement Guidelines of the Ministry of Land, Infrastructure, and Transport. CONCLUSIONS : As a result of the mix design of the two porous asphalt mixtures, the mixture developed in this study was found to be superior to the conventional porous asphalt mixture using conventional porous asphalt grading and modified asphalt.

In this paper, a durability study is presented to enhance the mechanical properties of an Fe-Si-Al powderbased magnetic core, through the addition of graphite. The compressive properties of Fe-Si-Al-graphite powder mixtures are explored using discrete element method (DEM), and a powder compaction experiment is performed under identical conditions to verify the reliability of the DEM analysis. Important parameters for powder compaction of Fe-Si-Algraphite powder mixtures are identified. The compressibility of the powders is observed to increase as the amount of graphite mixture increases and as the size of the graphite powders decreases. In addition, the compaction properties of the Fe-Si-Al-graphite powder mixtures are further explored by analyzing the transmissibility of stress between the top and bottom punches as well as the distribution of the compressive force. The application of graphite powders is confirmed to result in improved stress transmission and compressive force distribution, by 24% and 51%, respectively.

본 연구는 교정시설에 수감 중인 마약 사용자의 회복을 돕기 위한 내면아이 치유프 로그램 개발과 효과를 검증하는 혼합연구이다. 연구자는 내면아이 치유프로그램을 교 정시설에 맞게 수정･보완하여 실험집단에 실시하였다. 프로그램의 효과검증을 위해 혼합분석을 하였다. 양적분석은 통제집단과 실험집단의 사전검사와 사후검사의 변화 차이가 통계적으로 유의미한지 살펴보았고, 질적 분석은 프로그램이 종료 후 실험집 단 참여자들의 포커스 인터뷰를 통해 내면아이 치유프로그램 참여 후 자신의 변화에 대한 심층자료를 수집하여 구체적 내용, 계기, 맥락 등을 분석하였다. 연구결과를 살 펴보면 내면아이치유 프로그램를 통해 중독에서 회복이 목표이다. 양적분석에서 이러 한 회복을 위한 삶의 의미 찾기, 긍정적 정서 강화와 부정적 정서저하, 우울극복, 단약 의지의 변화준비에서 모두 통계적으로 유의미한 변화가 나타났다. 질적 분석에서도 삶의 의미에서는 현존의 삶 수용, 현실세계의 수용, 상처받은 존재로서의 미래기획이 라는 3가지 범주로 변화가 나타났다. 긍정적 정서의 강화와 부정적 정서의 저하인 정서차원에서는 자기의지에 대한 신뢰, 스스로의 동기부여를 통한 자존감 강화, 자기애 의 발현이라는 3가지 범주로 변화가 나타났다. 우울감극복차원에서는 자살관념의 극 복, 삶의 화병 다스리기, 심리적 면역주사, 사회와의 소통통로 개척이라는 4가지 범주 로 변화가 나타났다. 단약의지에 대한 변화 준비는 가족과의 화해, 건실한 직업탐색, 마약동료들과의 관계단절이라는 3개의 범주로 변화가 나타났다. 연구자는 이와 같이 연구결과에 근거하여 4가지 차원에서의 논의를 하였고, 연구결과와 논의에 근거하여 교정시설에서 마약사범들의 회복을 도울 수 있는 프로그램의 방향과 구조에 대한 제 언을 하였다.