도로시설물은 건설 시 많은 건설 자재와 건설 장비를 사용함에 따라 시공단계 탄소배출이 높고, 지속적 인 기능 유지를 위한 유지보수 활동에 의한 탄소배출이 동반되기 때문에 도로시설물의 life cycle별 탄소 배출량을 정량적으로 산정하고 관리하는 것은 매우 중요하다. 하지만 도로 life cycle 단계별 탄소배출량 의 정량적 산정은 각 단계마다 탄소배출원에 대한 활동자료의 수집, 배출계수의 선택, 활동자료의 신뢰성 검증 등의 복잡한 일련의 과정으로 인해 탄소배출량을 정량적으로 산정하고 관리 시 많은 어려움을 겪고 있다. 국토교통부의 시설물별 탄소배출량 산정 가이드라인에 따르면 도로에서의 탄소배출량은 수집된 활 동자료로부터 계산된 탄소배출원의 양과 탄소배출계수의 곱으로 정량적으로 산정할 수 있으며, 이러한 매 커니즘을 할용해 실제로 탄소배출량을 정량적으로 산정하고 관리하기 위한 탄소관리시스템 개발에 대한 연구를 탄소중립형 도로 기술개발 연구단에서 진행중이다. 도로는 계획 및 설계 주체, 시공 주체, 운영주 체가 다르기 때문에 각 주체마다 필요로 하는 탄소배출 결과가 다르며, 활용하고자 하는 용도 역시 다르 기 때문에 탄소관리시스템 개발 시 이를 고려한 탄소배출량 관리시스템 내 컨텐츠를 구성할 필요가 있다. 따라서 본 연구에서는 표준화된 탄소배출량 산정 방법을 이용해 도로의 시공, 운영, 유지보수의 life cycle 단계별 탄소배출량을 정량적으로 산정하고, 이를 활용해 새로운 녹색기술(탄소저감기술)을 해당 도 로에 적용 시 탄소저감가능량을 산정할 수 있는 시스템을 개발하였다.

Membrane backwashing waste shows seasonally different characteristics and it has bad settleability differently from general backwashing waste in water treatment plant. When chemicals was injected to membrane backwashing waste, the settleability was better than chemicals was not injected. However, when settled lower sludge was not discharged, flowing sludge continuously was concentrated over a certain surface and floatation penomena occurred according to flowing velocity. When the lower sludge was discharged continuously in the thickener to prevent floatation penomena of turbidity materials, the depth of sludge surface was the least and the settleability increased.

This is a thesis about the experiment of comparison characteristic of exhaust gas in the same condition between diesel engine that is equipped turbocharger to increase effectiveness of the engine which is recently used in a lot of industry which requires high power. Resulting of the experiment turbocharger diesel engine according to response power, difference in low speed is not significant, but in high speed, effectiveness of turbocharger diesel engine is almost the same in four turbocharger. In other hand, in exhaust gas experiment, high response power turbocharger model exhausts less NOX, but it doesn’t significantly affect the result when it comes with decreasing of CO2 and effectiveness of similar power characteristic. As a result, the high response power turbocharger diesel engine is economically effective comparing with the low response power turbocharger diesel engine

Biodiesel fuel as an alternative fuel for diesel engine has a great possibility to solve the problem such as air pollution caused by exhaust gas emission of the automobile. In this study, the usability of non-esterfied biodiesel fuel as alternative fuel is investigated in an indirect injection diesel engine. New concept biodiesel fuel has no glycerin generated by esterfication process and reduces the 20% of cost because of no use of methanol in the production process. Experiments were conducted by using the four blends with different volumetric percentage of biodiesel (0, 20, 50 and 100) in baseline diesel fuel. The smoke emission of biodiesel fuel was reduced in comparison with diesel fuel, but power and brake specific energy consumption was similar to diesel fuel

이 연구의 목적은 탄소 순환 관련 탄소 배출 시나리오를 통해 고등학교 학생들의 질량 보존의 개념을 확인하는 것이다. 이 연구를 위해 총 76명의 고등학교 2학년 학생들이 참여하였다. 연구 참여자들에게 2013년의 대기 중 이산화탄소 값이 2110년까지 ±15%의 변화로 450 ppm와 340 ppm으로 점진적으로 증가 또는 감소되는 두 개의 시나리오를 제시하였다. 시나리오에 따라 연구 참여자들에게 이산화탄소의 배출량 궤적을 그리게 한 후, 이를 설명하게 하였다. 그 결과는 다음과 같다. 대부분의 연구 참여자들은 탄소 배출 시나리오에 따른 이산화탄소 배출량과 자연적 순수 제거량에 대한 질량 보존의 추론보다는 이산화탄소 배출량은 앞으로도 계속해서 증가할 것이라는 결과를 나타내었다. 이는 연구 참여자들이 고등학교 지구과학 교과서의 탄소 배출과 관련된 그래프들 즉, 산업혁명 이후 최근까지의 인위적 이산화탄소 배출량 그래프, 대기 중 이산화탄소 농도 그래프, 평균 지구의 온도에 대한 그래프를 통해 이산화탄소 배출량이 계속해서 증가할 것이라는 패턴 매칭(pattern matching)을 생각하게 되었다는 것을 의미한다.

Various treatment system for residuals have applied to save water resources, but most of them were not be satisfied with legal standard consistently. In this study, submerged membrane treatment system was operated to treat water treatment plant residuals and operation parameters was evaluated. Result of this experiment, high concentration organic matters contributed to high increase Transmembrane pressure(TMP) of membrane system(from 0.05 bar to 0.35 bar). And backwash process was effective to stabilize membrane system operation. After Cleaning-In-Place(CIP), permeability was recovered about 100 % from first operation condition. Inorganic matters (Fe, Mn, Al, Ca, Mg) were not effective membrane filtration performance. The quality of residual treatment was satisfied with drinking water quality standard and a treated water from that system was suitable for water reuse.

In this study, leachate treatment facility (outlet, facility inside) and landfill sections (vent systems, landfill surface)of nine landfills is being buried in korea were studied emission characteristics of odor compounds. Air dilutionvalue in ventpipes of landfill section was generally highest and was more 3 times higher than emission standard(air dilution value of facilities outlet : 500) in Daejeon, Tongyeong, and Busan landfill. Outlet of leachate treatmentfacilities in Tongyeong and Daegu landfill, in case, was higher respectively 20 times, 6 times than other landfills,commonly show that a large contribution to the odor of hydrogen sulfide. In case of ordor emission rate, ammoniaand hydrogen sulfide were surveyed to comprise a high rate for odor emission rate. Odor emissions based onlandfill scale, large landfill (Sudokwon) and small landfills (Yeosu, Chuncheon, Chungju) is low in odor emissionsper unit area, whereas medium landfill (Busan, Daejeon, Daegu) was estimated to be high odor emissions. In caseof large landfill, leachate treatment facilities is management in good condition and discharged odor emission oflandfill sections was low into ambient air. In case of small landfill, decay gases and leachate is few. Thereforeodor emissions is fewer than estimated medium landfill. In case of medium landfill, management condition ofleachate treatment facility was in poor and landfill sections was under not stabilization stage. Thus, mediumlandfills was identified that needs to be intensive care.

This research is carried out to investigate the odor emission characteristics in a sewage treatment plant. The plantwas divided into four areas (boundary areas, sewage treatment processes, sludge treatment processes and odortreatment plants), and measured around 27 sampling points. Odor characteristics from each areas were evaluatedby air dilution olfactory method and NH₃/SO₂/VOCs passive sampler, mainly in terms of spatial distribution. Themain odor emission sources were found out to be dewatering plant (S-4) of sludge, sludge transshipment place(S-5), and the outlet of odor treatment plant (B-2, B-3). The correlation between dilution number (OU) and ammoniaconcentration of passive sampler appeared to be low; correlation coefficient 0.49, but correlation coefficient for theresults of sulfur dioxide and toluene were very high, 0.95 and 0.93, respectively. These results indicate that odorcompounds form sewage treatment facility are mainly due to sulfur compounds and volatile organic compounds.

The purpose of the study is to estimate the Green-House-Gas (GHG) emissions from domestic eel farm in the water recirculation system or still-water system by the assessment of energy consumptions and GHG emissions for establishing to reduce standards of GHG from a sustainable perspective. GHG emission components as seeds, feed, fuel, electricity, fixed capital, fish respiration, and others were analysed at the different culture type between water recirculation system and still-water system by 3 stage farm size of small, medium, large scale. The result showed that the mean GHG emission of the eel farm was 18.7kg·CO2 in the stage of production per fish 1kg at different culture type and farm size. Therefore it could be useful for policy, planning, and regulation of aquaculture development with establishing GHG reduction standards.

The performance of five kind adsorbents, which can reduce nitrogen oxide (NOx) from the diesel engine occupying 85% of the fishing boat, was carried out and the emission reduction filter was manufactured and evaluated in the adsorption efficiency of the emission gas for 240 KW diesel portable generator. As a NOx emission filter made of mordenite which has an excellent cation exchange capacity was manufactured by ball type adsorbents having excellent specific surface area. The adsorption efficiency of mordenite material applying the emission reduction filter began to show up at the operating time 10 minutes in comparison with the activated carbon and zeolite materials, and it was exposed to continue until 100% capability with passing by 20 minutes. So the adsorption efficiency of the NOx reduction filter consistently maintained at the averaged 80%.

Most small laundry factory has been operated without not only environmental expertise but also technical process. The objective of this study is to get the optimal coagulation dosage for satisfaction of discharge permission standard of laundry wastewater treatment plant(WTP) effluents by jar test.The coagulants are alum and sodium hydroxide(NaOH), coagulants aids is polymer. Also, the best coagulation reaction was shown in the following conditions ; Alum 4.13g/L, NaOH 1.03g/L, Polymer 0.27g/L on average. The optimal coagulation dosage could be reduced costs to 4.43 million won a year. It was considered that operating a small WTP was an important technical data in same industry.

This study evaluated the concentration(OU/m3) of a complex odor being discharged from tire, feedstuff, bakery, paper, casting and painting manufacturing process, correlation between odor concentration(OU/m3) and the odor sensor was investigated. 4 type(A, B, C, D) gas sensors of metal oxide compounds are used in this study. Each odor sample of manufacturing process is diluted with odorless air and diluted odor samples were prepared for five different concentrations. Correlation results(R) of odor sample of tire, feedstuff, bakery, paper manufacturing process ware 0.86~0.99, and odor sample of casting, painting manufacturing process ware more than 0.93. Thus the odor concentration(OU/m3) evaluation by odor sensor was to determine the possible. In particular odor sensor B and D are likely to be effective for evaluation of odor concentration. However, odor samples before evaluation is needed the calibration process depending on the field odor sample to field apply.

Biodiesel as an alternative fuel for diesel engine has a great possibility to solve the problem such as air pollution caused by exhaust gas emission of the automobile. In this study, the usability of new concept (non-esterfication) biodiesel fuel as alternative fuel is investigated in indirect injection diesel engine. New concept biodiesel fuel has no glycerin generated by esterfication process and reduces the 20 percent of cost because no use methanol in the production process. Experiments were conducted by using the four blends with different volumetic percentage of biodiesel (0, 20, 50 and 100) in baseline diesel fuel. The smoke emission of biodiesel fuel was reduced in comparison with diesel fuel, but power, torque and brake specific energy consumption was similar to diesel fuel.

본 연구에서는 국제해사기구(IMO)의 뜨거운 관심분야로 부상되고 있는 선박기인 입자상물질(PM)과 오염물질 배출에 관하여 한국해양대학교 실습선 한바다호를 이용하여 계측하였다. 특히, PM은 TEM 그리드를 이용해 채취하고 전자현미경으로 구조를 파악하였으며, NOx, CO₂, CO 등의 배기가스는 연소가스분석기(PG-250A, HORIBA)를 이용해 측정하였다. 본 연구의 결과는 다음과 같다. 1) 선박이 항구에서 출항할 때, Bunker Change로 인한 PM 배출량은 최대 30 % 정도 차이가 있었다. 2) 정속 운항을 하면서 Bunker-A에서 L.R.F.O(3 %)로 변경할 때 측정한 PM 배출량은 1.34㎎/㎥, L.R.F.O(3 %)로 고정해 측정한 PM 배출량은 1.19㎎/㎥, L.R.F.O(3 %)만 사용하며 주기관 회전수를 20 % 증가시키면서 계측한 PM 배출량은 1.40㎎/㎥이었다. 또한, 저질유(L.R.F.O(3 %))로 변경시 CO 농도는 약 16 % 증가하는데 비해 RPM을 20 % 상승시킨 경우에는 152 % 이상 급격한 증가를 보였다. 이러한 결과로부터 배기가스 배출의 증가는 연료유종의 영향도 있으나, RPM의 변화에 민감하다는 것을 알 수 있었다. 3) TEM 그리드로 채취한 PM은 약 4~10㎛ 정도의 다양한 입경을 가지는 다공질 응집체 형상의 구조인 것으로 확인하였다.

본 연구에서는 한국해양대학교 실습선 한바다를 이용하여 선박의 입․출항 및 약 150 rpm의 정속 운항 할 때 주기관에서 배출되는 배기가스를 실시간 계측하였다. 실측 결과 질소산화물의 농도는 정속 운항시 800 ppm 에서 1,000 ppm 사이인데 반해, 입․출항시에는 210 ppm 에서 1,230 ppm 까지 큰 범위에서 값이 변화하였다. 일산화탄소의 농도 역시 정속운항 상태 보다 입․출항시 측정값의 변화가 크게 나타났다. 이러한 결과는 입․출항시 가능한 한 주기관의 부하변동이 급격히 발생되지 않도록 하는 선박 조종 스킬이 필요하다는 것을 의미한다. 또한, 배기가스 저감 기술의 적용에 있어 입․출항시와 정속 운항할 때 그 차이를 고려할 필요가 있다는 것을 나타낸다.

본 연구에서는 균질기에 의해 혼합된 물과 벙커-A를 보일러로 연소하였을 때의 배기 배출물 특성에 대해 연구를 수행하였다. 그 결과로 균질기로 균질화 된 벙커-A의 경우, 순수 벙커-A에 비해 NOx 농도는 19 %, CO 농도는 54 % 감소를 나타냈다. 물-벙커A의 경우 물 혼합 비율이 증가할수록 NOx 농도분포가 낮아지는 것을 확인할 수 있었다. 특히, 20 %물-80 %벙커-A의 경우 순수한 벙커-A 보다 배기가스 내 NOx 농도가 45 %까지 감소하였다. 그러나 20 %물-80 %벙커-A의 경우, CO농도 분포는 불규칙한 변화를 나타냈다. 이것은 일정량 이상의 물 혼합은 보일러의 연소 성능 저하 원인이 될 수 있다는 것을 의미한다. 이 결과로부터 본 연구에서 보일러의 정상 연소를 위한벙커A유 내 물의 한계 혼합율은 15 % 인 것을 알 수 있었다. 연돌 부근에서 채취한 매연 부착양은 물의 혼합율이 증가할수록 감소하였다.

최근 환경오염 문제에 대한 심각성이 대두되며 전 세계적으로 환경부하 저감을 위해 다양한 노력을 쏟고 있다. 특히 환경 저해 산업의 하나인 건설분야에서는 CO2배출량과 에너지 소비량을 줄이기 위해 활발한 연구를 진행해 왔다. 그러나 건설분야의 기존 연구들은 대부분 CO2배출량이 가장 큰 사용 및 유지관리 단계에만 집중하고 있으며, 설계단계에 대한 연구는 2D의 철근콘크리트 부재 및 구조물에 대해서만 실행되었을 정도로 초기단계이다. 사실, LCA적 관점에서 친환경적 건설산업을 이루기 위해서는 건물의 초기설계 단계에서부터 CO2배출량을 저감시키기 위한 방향으로 설계를 유도할 수 있어야 하며, 구조 엔지니어로서 환경성을 고려한 설계안을 제시할 수 있어야 한다. 그러므로 본 연구에서는 매입형 합성기둥(SRC)을 대상으로 CO2최적화 기법을 제시하였으며, 이를 통해 얻은 여러 설계단면을 이용하여 SRC기둥의 CO2배출량에 영향을 미치는 3가지 요소(① 강재 크기, ② 콘크리트 압축강도, ③ 작용 하중 크기)에 대한 영향관계를 분석하였다.

PURPOSES : The present paper is to compare vehicles' CO2 emissions in roundabouts and signalized intersections. METHODS : The present paper uses the SIDRA software with variables of traffic and road conditions. RESULTS : The results of the study are as follows : First, when entering traffic volumes are more than 1600pcph, vehicle's CO2 emissions in roundabouts are lower than those of signalized intersections regardless of the left turn ratio. Second, When entering traffic volumes are more than 2800pcph, vehicles's CO2 emissions in 2-lane approaches are lower than those of 1-lane approaches in signalized intersection. Third, when entering traffic volumes are more than 1600pcph, vehicle's CO2 emissions of CASE B are lowest. (CASE B is the condition with one exclusive left-turn lane and one exclusive straight lane and one shared straight lane with right-turn.) Also, CASE A is the condition that vehicle's CO2 emissions in roundabouts are lower than those of signalized intersections between 1600pcph and 3600pcph. (CASE A is the condition with one exclusive left-turn lane and one shared straight lane with right-turn.) But, when entering traffic volumes are more than 4000pcph, vehicle's CO2 emissions in signalized intersections is lower than those of roundabouts. CONCLUSIONS : It may be concluded that vehicle's CO2 emissions on roundabouts are much lower than those of signalized intersections, especially, when entering traffics volumes are between 1600pcph and 3600pcph in 1-lane or 2-lane approaches.

Various efforts have been explored to save the cost in many industrial fields. In order to recover the residual thermal energy from the flue gas, an extreme high efficiency heat exchanger is planning to install at a power plant. The gas temperature will be reduced to 40°C from 115°C. Thus gas buoyancy decreases, and dispersion of nitrogen oxides is expected to deteriorate as increasing relative humidity. In this study, the conversion of nitrogen monoxide to nitrogen dioxide and dispersion regime are investigated through computational modeling. Nitrogen dioxide which indicates 0.1 ppm at 85 m from the ground could be propagated to 620 m at 115°C of the flue gas, whilst when cooled down to 40°C, it expands up to 750 m. The ground level influence area showed more expansion of dispersion, approximately to 930 m.