• Title/Summary/Keyword: sewage sludge

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A study of on site Pilot plant test of drying sewage sludge using Chain crusher flash dryer (타격기류 건조장치에 의한 하수슬러지의 건조 실증실험에 관한 연구)

  • Ahn, June-Shu;Kim, Byung-Tae;Cho, Jung-Ho
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.13 no.11
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    • pp.5628-5636
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    • 2012
  • Effective drying method of sewage sludge is researched in this study. To dry the sludge, chain crusher flash dryer was adopted to remove moisture content in the cell which is mostly responsible for the sludge moisture content. And Pilot plant experiment was conducted in real life sewage treatment plant to study effect and characteristics of operating conditions. Operating variables include sludge feeding rate, rotational speed of chain, process temperature and feed moisture content. As rotational speed of chain increased, product yield of sludge increased, and the performance of the testing system increased. And, as process temperature increased, the sludge drying efficiency increased. It is found that optimum feed moisture content is at 60% which shows the maximum sludge product yield and about 10 moisture content(%) of sludge product. Sludge feed rate showed optimal value, and when the sludge feed rate is exceeded, sludge product yield did not increased but the amount of residue increased. Pilot plant experiment results are as follow. The optimal condition for the rotational speed of chain 1600rpm(max. speed), final sludge discharge temperature $80^{\circ}C$, feed moisture content 60%, and feed rate 60kg/h. When the plant was operated at the optimal conditions, the final product showed fairly good results such as sludge product yield 85.5%, moisture content 11.0% and sludge drying efficiency 81.7%.

Composting of Sewage Sludge and Llum Sludge (하수슬러지와 Alum 슬러지를 이용한 퇴비화)

  • Chang, Ki Woon;Lim, Jae Shin;Lee, In Bog;Kim, Young Han
    • Journal of the Korea Organic Resources Recycling Association
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    • v.3 no.1
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    • pp.61-71
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    • 1995
  • This study is concerned with the assessment of the possibility of alum sludge composting, as well as changes of some chemical properties during composting. Alum sludge was mixed in different proportions, which are 0%, 25%, 35% and 45%, respectively, with a sewage sludge and sawdust mixture. The final mixtures to be composted are placed on static piles constructed with a perforated aeration pipe on the ground, and composted for more than 50 days. During the composting of some alum sludge treatments, there was not notable difference in changes of pH, C/N ratio, and content of several minerals among the alum sludge treatments, while changes of pile temperatures and CEC were significant and these remarkable differences in related to the pile temperatures and CEC seem suitable for the evaluation of alum sludge maturity. Also, the results suggested that the proper mixing ratio of alum sludge for composting was 25% level.

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Recovering the Energy Potential of Sewage as Approach to Energy Self-Sufficient Sewage Treatment (하수처리장 에너지 자립화를 위한 하수 에너지 잠재력 회수 기술)

  • Bae, Hyokwan
    • Journal of Korean Society on Water Environment
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    • v.34 no.1
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    • pp.121-131
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    • 2018
  • Domestic sewage treatment plants (STPs) consume about 0.5 % of total electric energy produced annually, which is equivalent to 207.7 billion Korean won per year. To minimize the energy consumption and as a way of mitigating the depletion of energy sources, the sewage treatment strategy should be improved to the level of "energy positive". The core processes for the energy positive sewage treatment include A-stage for energy recovery and B-stage for energy-efficient nitrogen removal. The integrated process is known as the A/B-process. In A-stage, chemically enhanced primary treatment (CEPT) or high rate activated sludge (HRAS) processes can be utilized by modifying the primary settling in the first stage of sewage treatment. CEPT utilizes chemical coagulation and flocculation, while HRAS applies returned activated sludge for the efficient recovery of organic contents. The two processes showed organic recovery efficiencies ranging from 60 to 70 %. At a given recovery efficiency of 80 %, 17.3 % of energy potential ($1,398kJ/m^3$) is recovered through the anaerobic digestion and combustion of methane. Besides, anaerobic membrane bioreactor (AnMBR) can recover 85% of organic contents and generate $1,580kJ/m^3$ from the sewage. The recovered energy is equal to the amount of energy consumption by sewage treatment equipped with anaerobic ammonium oxidation (ANAMMOX)-based B-stage, $810{\sim}1,620kJ/m^3$. Therefore, it is possible to upgrade STPs as efficient as energy neutral. However, additional novel technologies, such as, fuel cell and co-digestion, should be applied to achieve "energy positive" sewage treatment.

Evaluation of Sewage Treatment Plant Efficiency in the Variation of Sewage Inflow and Sludge Interface Height by Rainfall (강우로 인한 유입하수량 증가와 슬러지 계면높이 변화에 따른 하수처리장 효율평가)

  • Park, Hye-Sook;Song, Seok Heon
    • Journal of Korean Society of Environmental Engineers
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    • v.36 no.8
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    • pp.549-553
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    • 2014
  • Variation of sewage sludge interface height and flow rate by rainfall were applied to the actual public sewage treatment plant, and the efficiency of sewage treatment was evaluated by measuring $BOD_5$, $COD_{Mn}$, SS, T-N, and T-P. When both flow and interfacial height are increased, the treatment efficiencies in terms of the five water pollutants are decreased. Among them SS is the most critical pollutant in rainfall. When 0.5 Q inflow was applied, the efficiencies were 74.2% at the sludge interface height of 0.5 m, 76.4% at 1.0 m, 70.2% at 1.5 m, and 60.7% at 2.0 m. When 1.0 Q inflow was applied, the efficiencies were 71.7% at the sludge interface height of 0.5 m, 71.9% at 1.0 m, 46.4% at 1.5 m, and -38.0% at 2.0 m. Operation at 2.0 Q~2.0 m and 3.0 Q~1.0 m above the sludge rising phenomenon occurred causing adverse effects on the public bodies. If the flow rate increases, the processing efficiency is reduced from 74.2% to 17.3%, even though the sludge interface height was maintained at 0.5 m, so that the inflow adjustment was most important during rainfall, and the interface height of 1.0 m should be maintained to minimize the adverse effect on public water system.

A Study on the Pyrolysis Processing for sludge disposal in sewage treatment plant (하수처리장내 슬러지 처리를 위한 열분해공정에 관한 연구)

  • Ha, Sang-An;Kim, Hyeoog-Seok;Sung, Nak-Chang
    • Journal of the Korea Organic Resources Recycling Association
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    • v.10 no.4
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    • pp.65-74
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    • 2002
  • This Study was investigated operating condition of pyrolysis processing for sludge disposal in sewage treatment plant. Important parameters studied include running time of pyrolysis, run time of dry and pyrolysis processing, water content of sewage sludge, solids amount of sewage sludge(TS%), condition of pyrolysis temperature. Most degradation reaction of sewage sludge are first order, it assumed first order and elucidated the kinetics. This was the basis of characteristics analysis of sludge degradation mechanism. Also, with the increasing of temperature, how the yield of oil and char product change was observed, and the distribution of gas product components was observed. Main components of gas and carbon product are a little difference with pyrolysis temperature, but it consist of $CH_4$, $C_2H_4$, $C_3H_8$, $C_4H_{10}$, toluene, $C_6H_6$, $SO_2$, CO etc. The gas of $C_1-C_4$ yield increased along with degradation temperature of $670^{\circ}C$ and oil yield decreased of $C_6H_6$ and $C_6H_5OH$ with temperature of $600^{\circ}C$. Particularly, low value added char yield 134kg/t at $670^{\circ}C$, but increased to 194kg/t at pyrolysis temperature of $600^{\circ}C$. In the result of elementary analysis on it, it is mainly composed of carbon. From this fact, in pyrolysis of sludge, it comfirmed that carbonization reaction occur at high temperature well.

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Evaluation of Anaerobic Fermentation and Nitrate Removal Efficiency of Sewage Sludge Pre-treated with Electrolysis (전기분해 전처리 슬러지의 혐기성 소화 및 질산염 제거효율 평가)

  • Kim, Jaehyung;Jeon, Hyeyeon;Pak, Daewonk
    • Journal of Energy Engineering
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    • v.23 no.1
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    • pp.33-39
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    • 2014
  • This study was performed with electrolysis treatment method for improving anaerobic digestion gas production efficiency in a sewage sludge, thereby confirmed in anaerobic digestion production and denitrification effect. As a result, solubilization was increased by increasing treatment time of electrolysis and current density, also showed to be 9.02% with 10 mA/cm2 of current density in 4 mm electrode distance. Based on the results of BMP test used the above experiment, methane production was 0.49 L CH4/g VS, and increased by 88.4% compared with control groups. As for the results of denitrification using the sewage sludge treated with the same conditions, denitrification rate appeared $19.2mg\;NO_3{^{-}}N/g\;MLVSS{\cdot}hr$, and through the sewage sludge treated with electrolysis, it can be applied to anaerobic digestion and denitrification process by increasing biodegradation.

Optimum Mixing Ratio of Sewage Sludge during Composting of Food Wastes (음식물쓰레기의 퇴비화시 하수슬러지의 최적 혼합비율)

  • Lee Young Sei;Choi Hyun Kuk;Kim Jung Keun;Lee Yong Hee;Chung Kyung Tae;Roh Jong Su;Suh Myung Gyo
    • Journal of Environmental Health Sciences
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    • v.30 no.5 s.81
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    • pp.366-373
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    • 2004
  • Food waste is becoming by environmental problem nowdays increasing festinately in Korea during past 10 years. Food waste collected from garbage trucks that is offered in S municipal government that food waste mixs enough, and sewage sludge collected in the country. Composting experiment conditions achieved in the mixture ratio rate that food waste and sewage sludge are each 10:90, 30:70, 50:50, 60:40, 70:30 and 90:10 $wt\%$. The fermentation temperature was $18{\sim}22^{\circ}C$ at the beginning, and then it was sharply increased to $44{\sim}66^{\circ}C$ up to 1 day after fermentation, which was maintained for more than 3 days. Then, it was slowly decreased to $18{\sim}25^{\circ}C$ up to 8 days after fermentation, which was maintained all the time. It could be known from examiation of various conditions, including reaction rate, salinity. carbon/nitrogen(C/N) ratio, temperature, organic substance, etc.. Optimum mixture ratio rate of composting using food waste and sewage sludge was 60:40 $wt\%$.

Synthesis of Zeolite from Sewage Sludge Incinerator Fly Ash by Hydrothermal Reaction in Open System (Open System 수열반응을 통한 하수슬러지 소각 비산재의 Zeolite 합성가능성)

  • Lee, Je-Seung;Eom, Seok-Won;Choi, Han-Young
    • Journal of Environmental Health Sciences
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    • v.33 no.4
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    • pp.317-324
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    • 2007
  • The sewage treatment sludge disposal has become a serious environmental problem because of restricted direct land-filling and oceandumping in spite of their large amounts discharged. So the recycling of sewage treatment sludge is very useful alternative for waste management. Here, we studied the feasibility of zeolite synthesis in open system from the sewage treatment sludge incinerator fly ash by means of hydrothermal synthesis. We considered the concentration of NaOH, reaction time, reaction temperature and reaction step as synthesis variables. The phase of zeolite products was identified by X-ray diffractometer(XRD) and ammonium ion exchange test was performed for the raw fly ash and two zeolite products(Z-3 and Z-5). In leaching test of the raw fly ash, hazard metal is detected very low level compared with regulatory leaching test standard. But in total recoverable test, the total contents of the fly ash were very high in terms of the standard for waste-derived fertilizer. Through hydrothermal reaction, small amount of zeolite P was synthesied in 1 N of NaOH solution and relatively large amount of hydroxysodalite was synthesied in 3 N and 5 N of NaOH solution with similar peak intensity. Addition of an aging step in the synthesis didn't increase the amount of zeolite phase. Maximum $NE_4^+-N$ exchange capacity is 1.49 mg $NH_4^+-N/g$ in Z-3 and 1.38 mg $NH_4^+-N/g$ in Z-5. Most of the ammonium ion is exchanged in 30 minutes and disorption did not occur until 5 hours.

Effect of Municipal Sewage Sludge Application on the Contents of Heavy Metals Content in Paeonia abliflora Pall Root (도시하수오니의 처리가 작약뿌리의 중금속함량에 미치는 영향)

  • Choi, Jyung;Chang, Sang-Moon;Lee, Dong-Hoon;Choi, Choong-Lyeal;Park, Seon-Do
    • Korean Journal of Environmental Agriculture
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    • v.17 no.4
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    • pp.287-290
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    • 1998
  • This study was conducted to find out the effect of municipal sewage sludge application on the yield and the heavy metal content in Paeonia abliflora Pall root. When the municipal sewage sludge was applied to the soil, the yields and growth of Paeonia abliflora Pall increased, and the contents of T-N, P in soils increased, while there is no difference in contents of heavy metals and inorganic materials in roots. Therefore, it is apparent that the contents of heavy metals in roots of paeonia abliflora Pall would not due to increase with the municipal sewage sludge application.

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An Investigation of the Solubilization of Primary Sewage Sludge using Lactic Acid Bacteria Cultured in a Glucose and Yeast Extract Medium (Glucose와 Yeast Extract를 이용하여 배양된 유산균을 이용한 하수 일차 슬러지의 가용화)

  • Lee, Sang Min;Choi, Han Na;Shin, Jung Hun;Lee, Eun Young
    • Microbiology and Biotechnology Letters
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    • v.40 no.4
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    • pp.424-429
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    • 2012
  • The intention of this research was to investigate the solubilization of primary sewage sludge using lactic acid bacteria cultured in a glucose and yeast extract medium. Glucose as the carbon source and yeast extract as the source of nitrogen were chosen as an economic medium with the potential for the mass production of lactic acid bacteria. The optimal concentrations of the medium were 3% (w/v) glucose and 2% (w/v) yeast extract. In this study, in order to improve field applications for the solubilization of sludge at sewage treatment plants, a powdered form of lactic acid bacteria was produced. The optimal inoculum of the powder for the maximum efficiency of solubilization was 1% (w/v). In that condition, the SCOD value increased from 8600 (mg/L) at the beginning of experiment to 10290 (mg/L) at 96 h, with the highest solubilization rate (20.6% DDCOD) and 11.2% (SCOD). Also, the TVFAs of the lactic acid bacteria inoculation group were produced more than that of the control group. In particular, acetic acid was produced 5 times more in the experimental group than in the control group. In this research, the potential of lactic acid bacteria in the pretreatment of primary sewage sludge as a solubilizer, and as an energy source producer for microbial fuel cells was revealed.