• Environmental Engineering Research
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• 제19권1호
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• pp.47-57
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• 2014

The aim of this paper was to study the effect of five different waste combinations (C/N 15, C/N 20, C/N 25, C/N 30, and control) of sewage sludge coupled with sawdust and cattle manure in a pilot scale rotary drum reactor, during 20 days of the composting process. Our results showed that C/N 30 possesses a higher temperature regime with higher % reduction in moisture content, total organic carbon, soluble biochemical oxygen demand and chemical oxygen demand; and higher % gain in total nitrogen and phosphorus at the end of the composting period implying the total amount of biodegradable organic material is stabilized. In addition, $CO_2$ evolution and oxygen uptake rate decreased during the process, reflecting the stable behavior of the final compost. A Solvita maturity index of 8 indicated that the compost was stable and ready for usage as a soil conditioner. The results indicated that composting can be an alternate technology for the management of sewage sludge disposal.

• 유기물자원화
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• 제16권3호
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• pp.29-37
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• 2008

본 연구는 연속적 연풍건조와 열분해 장치를 이용한 Full Scale 최적조건 하에서 하수슬러지 케익를 처분하는 방안을 제시하는데 목적이 있다. 본 연구는 P시 N하수처리장의 탈수슬러지 케익를 사용하였으며, 열풍건조와 열분해로의 연계 공정에서 운전조건은 건조온도가 $130{\sim}180^{\circ}C$와 열분해 장치의 온도는 $650{\sim}750^{\circ}C$의 조건에서 장치를 실행하였다. 열풍식 컨베이어식 열풍건조 온도는 $130{\sim}180^{\circ}C$. 부하량 600~750kg/h(W =79.5%)와 체류시간은 110~120분대에서 최적조건을 연구하였다. 연속적 로타리식 열분해공정의 온조조건은 $650{\sim}750^{\circ}C$, 유입부하량 100~158kg/h와 체류시간은 20~40분대에서 최적운전 조건을 평가하기 위해서 실험을 실행하였다. 하수슬러지 케익의 함수율은 78~80%의 조건에서 운전을 실행한 결과 내부수 세포벽 파괴로 인하여 최종적으로 1~3%범위 내까지 수분이 감소하는 것으로 나타났다. 본 연구에서 증발건조와 열분해의 연속공정에 발생되는 동역학적인 변화에 영향을 미치는 주요 매개 변수는 체류운전시간, 슬러지내 수분함량, 슬러지 고형물량, 컨베이어속도, 회전속도 등의 결과에 따라서 최적조건을 산출하였다.

• 상하수도학회지
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• 제18권2호
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• pp.181-187
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• 2004

The purpose of this study is to investigate the biofilm reactors capable of doing high efficiency treatment. Vertical fluidized bed biofilm reactor(VFBBR) and spiral fluidized bed biofilm reactor(SFBBR) was used for their performence in biodegradation of artificial sewage. The factors influencing the efficiency of those reactors were compared with difference of physical condition. They had same size but different structure to gain access of its unique characteristics. When recycle solution with flow rate of 22 mL/min and artificial sewage with flow rate of 2~10 mL/min were fed into two reactors in aerobic state, the average $COD_{cr}$, removal rate for biodegradation of SFBBR was greater than VFBBR. After reactor feed sewage was constantly maintained as flow rate of 4 mL/min and the recycle solution were changed to 10~32 mL/min respectively, the average $COD_{cr}$ removal rate of artificial sewage in SFBBR was greater than VFBBR. In this experiment for addition of support media into two reactors SFBBR was 4.1% excellent than VFBBR. Above all, SFBBR excelled VFBBR in boidegradation of organic matter in sewage.

• 한국건축시공학회지
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• 제6권3호
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• pp.91-97
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• 2006

Sewage facilities are positively necessary for environment improvement such as rainwater removal, sewage disposal, preservation of the qualify of water and health of the citizens in present-day. Meanwhile, a deterioration of the concrete sewer pipe is increasing rapidly due to the chemical and physical attack and especially biochemical attack that is to say biodeterioration. In this study, researches for the development of antibiotics and antimicrobial concrete were conducted to reduce biochemical corrosion of sewage concrete. First of all, desired performance, such as watertightness, antibiosis, homogeneity, workability and harmlessness, was proposed and performance of antibiotics and antimicrobial concrete were evaluated by them. And developed antimicrobial concrete was applied to actual construction field. As results of this study, dispersibility and antibiosis of liquid antibiotics superior to powdery antibiotics. Antibiosis of antimicrobial concrete was verified, and amount of elution of harmful and effective ingredients was little. In workability, setting time of antimicrobial concrete was delayed. Compressive strength and resistance to carbonation of antimicrobial concrete were more increased than ordinary concrete. Finally, as there were no problems in quality and construction progress of antimicrobial concrete produced in plant, applicability of antimicrobial concrete to actual construction field was verified.

• 상하수도학회지
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• 제27권1호
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• pp.59-67
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• 2013

The odor occurring in the sewage system induces the displeasure, the disgust such as the headache, the vomit, etc. and increases the spiritual stress and disturbs the pleasant life of residents. These odors occur mainly in the area of combined sewage system treatment, being created in the personal sewage treatment plant such as septic tank and are incoming to sewage pipes and emitted to the outside through the manhole and the receiver, etc.; and this causes odors to the people. The Hydrogen Sulfide, the Methyl Mercaptan, the Ammonia, etc. are materials causing the odor, the more serious issue of odor is occurring since the septic tank of degradation process is being applied. The primary cause of odor is the decomposition of human feces in the septic tanks and sewage disposal facilities. The purpose of this study is reduction of hydrogen sulfide using air supplying and SOB(Sulfur-Oxidizing Bacteria). As a result of this study of the air supply system and the SOB media equipment by air supply, in case the air is injected to SOB media compared to the injection of air only, the removal efficiency the hydrogen sulfide was average 3.4 times higher.

• 한국지반환경공학회 논문집
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• 제4권4호
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• pp.25-34
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• 2003

본 논문에서는 일련의 실내실험을 통하여 하수회의 기본특성, 다짐, 압축강도, 압밀, 투수 및 CBR 특성을 분석하여 폐기물 매립장의 차수재 및 복토재 등의 건설재료로서 하수슬러지 소각재의 활용방안을 연구하였다. 특히, 하수슬러지 소각재의 치환률을 5, 10, 15, 20, 25, 30%로 변화시키면서 점토벽돌을 제작하여 품질시험을 실시하였다. 하수슬러지 소각재의 투수특성을 확보하기 위하여 혼합재로서 벤토나이트와 소석회를 사용하였다. 실험결과, 벤토나이트 혼합비가 증가함에 따라 투수계수는 감소하며 차수재로 사용가능한 투수계수가 $1{\times}10^{-7}cm/sec$ 이하로 되는 벤토나이트의 혼합비는 20% 정도로 나타났다. 일축압축시험결과 하수슬러지 소각재는 복토재의 일축압축강도 기준을 만족하는 것으로 평가되었다. 점토벽돌에 대한 품질시험 결과 하수슬러지 소각재의 치환률이 증가함에 따라 압축강도는 감소하였으며, 3종 점토벽돌의 품질기준을 만족하는 하수회의 최대치환률은 15% 정도로 나타났다.

• 안보군사학연구
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• 통권1호
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• pp.423-446
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• 2003

While the demand for energy has shown a sharp increase recently, the supply seems to be limited by the fact that the conventional fossil fuel energy or nuclear energy has its own environmental problems such as, for example, global warming or nuclear waste disposal. To overcome such limited supply of energy, the utilization of natural thermal energy such as river water and seawater as well as treated sewage can be a substantial supplement. The potential use of the unused energy has become more and more feasible these days as the heat pump technology has been advanced. In the present study, the unused energy resources are estimated on regional and monthly basis for each resource by the method proposed here in order to establish the fundamental data for its utilization. The potential use of the unused energy is a1so discussed.

• 한국기계가공학회지
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• 제8권4호
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• pp.61-68
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• 2009

This paper presents the numerical analysis of process of sludge drying to know the characteristics of design parameters and develop the new process plant. Finite volume method and $k-{\varepsilon}$ turbulence model were used to analogy the sludge drying furnace. It has been attempted to perform the disposal of sewage sludge such as simple reclaiming and dumping in sea and incineration. Currently, these methods are restricted by national or international government regulations. The drying process is adopted as an effective method for sewage sludge treatment. However sewage sludge makes it difficult to treat with a large volume at the real drying process plant because of its own complicated physical, chemical, and thermal properties. The final design value of moisture content with 10% of the dried sludge can be obtained through the simulated outputs in this study.

• 한국동물학회:학술대회논문집
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• 한국동물학회 2001년도 한국생물과학협회 학술발표대회
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• pp.176.1-176
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• 2001

No Abstract, See Full Text

• 한국환경독성학회:학술대회논문집
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• 한국환경독성학회 2002년도 춘계학술대회(Genomics, Proteomics, and Risk Assesment):환경독성 및 위해성 평가 국제 심포지움
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• pp.35-35
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• 2002