• Title/Summary/Keyword: Sewage sludge pyrolysis

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Production of Biofuel Energy by High Temperature Pyrolysis of Sewage Sludge Using Microwave Heating (마이크로웨이브 가열 하수 슬러지 고온 열분해에 의한 바이오 연료 에너지 생산)

  • Jeong, Byeo Ri;Chun, Young Nam
    • Journal of Korean Society of Environmental Engineers
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    • v.39 no.1
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    • pp.34-39
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    • 2017
  • The recent gradual increase in the energy demand is mostly met by fossil fuel, but the research on and development of new alternative energy sources is drawing much attention due to the limited fossil fuel supply and the greenhouse gas problem. This paper assesses the feasibility of producing fuel energy from a dewatered sewage sludge by microwave-induced pyrolysis with sludge char and graphite receptor. Both receptors produced gas, char, and tar in order from product amount. The gas produced for the sludge char receptor contained mainly hydrogen and methane with a small amount of light hydrocarbons. The graphite receptor generated higher gravimetric tar and generated higher light tar. Through the results, the product gas from the microwave processes of wet sewage sludge might be possible as a fuel energy. But the product gas has to be removed the condensable PAH tars.

Products and pollutants of half dried sewage sludge and waste plastic co-pyrolysis in a pilot-scale continuous reactor (반 건조 하수슬러지와 폐플라스틱 혼합물의 파일롯 규모 연속식 열분해에 의한 생산물과 발생 오염물질)

  • Kim, YongHwa;Chun, Seung-Kyu
    • Journal of the Korean Applied Science and Technology
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    • v.34 no.2
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    • pp.327-337
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    • 2017
  • A continuous low temperature ($510^{\circ}C{\sim}530^{\circ}C$) pyrolysis experiment in a pilot-scale of 85.3 kg/hr was carried out by the mixed feedstock of half dried digested sewage sludge and waste plastics. As a result, the amount of pyrolysis gas generated was maximum 68.3% of input dry mass and scored $40.9MJ/Nm^3$ of lower heating value (LHV), and the percentage of air inflow caused by continuous pyrolysis was 19.6%. The oil was produced 4.2% of the input dry mass, and the LHV was 32.5 MJ/kg. The sulfur and chlorine contents, which could cause corrosion of the facility, were found to be 0.2% or more respectively. The carbide generated was 27.5% of the input dry mass which shows LHV of 10.2 MJ/kg, and did not fall under designated waste from the elution test. The concentration of carbon monoxide, sulfur oxides and hydrogen cyanide of emitted flu gas from pyrolysis gas combustion was especially high, and dioxin (PCDDs/DFs) was within the legal standards as $0.034ng-TEQ/Sm^3$. Among the 47 water pollutant contents of waste water generated from dry flue gas condensation, several contents such as total nitrogen, n-H extract and cyanide showed high concentration. Therefore, the merge treatment in the sewage treatment plants after pre-treatment could be considered.

Effect of Reaction Conditions of Pyrolysis on the Characteristics of Sludge Char (열분해 조건에 따른 슬러지 Char 특성 변화)

  • Cha, Jin-Sun;Park, Young-Kwon
    • Korean Chemical Engineering Research
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    • v.49 no.6
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    • pp.851-856
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    • 2011
  • In this study, char was produced via pyrolysis of sewage sludge and the effects of reaction conditions(temperature, heating rate, reaction time) on characteristics of char were investigated. As temperature increased from $300^{\circ}C$ to $800^{\circ}C$, the surface area of sludge char increased in general but decreased at $700^{\circ}C$ temporarily. The effect of heating rate on specific surface area and pore volume of char was not large. Meanwhile, specific surface area and pore volume increased with reaction time but average pore diameter decreased.

Study on the Design of Attached Revolution Body Horizontal Rotary Kiln Dryer and the Optimum Operational Conditions (회전체를 부착한 수평형 로타리킬른 건조로의 설계 및 최적 운전조건 연구)

  • Jung, Dong Hyun;Chun, Young Nam
    • Applied Chemistry for Engineering
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    • v.18 no.6
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    • pp.575-579
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    • 2007
  • Sludge disposal technology has been studied with many researchers since disposal of sewage sludge has been a social problem. The current technologies include incineration, carbonization, pyrolysis, landfilling and fertilization. However, all of these processes require a dry process, because sewage sludge with more than 80% high water content is difficult to be used as a raw material. This study has the purpose to establish the optimal operation conditions and the technology as changing the variables: kiln residence time, sludge load, dryer temperature, by using the previous study that is rotary kiln type dryer designed as a numerical simulation study. As the results, optimum conditions are determined as follows: kiln residence time, sludge load, dryer temperature are $62.5kg/m^3{\cdot}hr$, 26.2 min, $330^{\circ}C$, respectively. Content of water, drying efficiency, weight loss, volume loss show that the results are $10{\pm}2$, 88, 80, 60%, and the dried sludge is released by a dryer below 10 mm.

Recycling Organic Sludge into Modification Block by Hydrothermal Carbonization (HTC) (열수가압탄화공법을 적용한 유기성 슬러지의 응용 블록 제조에 관한 연구)

  • Hyewon Park;Minah Oh;Seungjin Oh;Woori Cho;Jinman Chang;Jai-young Lee
    • Clean Technology
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    • v.29 no.2
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    • pp.102-108
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    • 2023
  • This study applied a hydrothermal carbonization (HTC) method to carbonize sewage sludge in order to satisfy the criteria of the Waste Management Act for recycled products and to explore the possibility of recycling sludge into modification blocks. Cement was mixed with carbonized sludge generated at the optimal temperature and reaction time during HTC. After that, the compressive strengths of the modification blocks were measured by conducting both a performance and leaching test. The results of the leaching test showed that heavy metals were not detected, and the specific gravity and absorption rates were less than 1.7 and 10%, respectively, indicating that all species satisfied the criteria. The results of the compressive strength test showed that a mixing ratio of 5% and 7% with cement cured for 28 days satisfied the criteria of A, B, and C type blocks but a mixing ratio of 3% with cement did not satisfy the criteria of A type blocks after 28 days. However, after additional curing for 42 days, the mixing ratio of 3% also satisfied the A type block criteria. Therefore, the optimal mixing ratio of carbonized sludge and cement was considered to be between 3% and 5% and confirmed that the modified blocks could be utilized as aggregates.