• Title/Summary/Keyword: 슬러지 처리

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Efficient Sewage Treatment with Less sludge Production by Used Briquets (연탄재를 이용한 슬러지 저감 하수처리 연구)

  • Jeong, Doo-Young;Jeong, Myung-Hee;Song, Dae-Yong;Kim, Young-Jun
    • Journal of the Korea Organic Resources Recycling Association
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    • v.16 no.2
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    • pp.81-87
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    • 2008
  • We have investigated the efficacy and efficiency of the used briquets for the sewage treatment in this study. The effluent of wastewater treated by Used Briquets Process (UBP) showed very low values of $BOD_5$, CODcr, and SS (1.1 mg/L, 9.5 mg/L, and 3.8mg/L, respectively), which corresponded to 99%, 92.7%, and 96.3% of removal efficiency to the raw wastewater. The number of total bacteria and E. coli in the effluent water treated by UBP was found to be 9 and 1.2 cfu/ml, respectively, showing the remarkable decrease in number, when compared to that of other sewage treatment plants. In the long period of experiment over 1 year, UBP has also shown the high removal efficiency with less sludge production, and low seasonal fluctuation of the values. This UBP is very environmentally-friendly process in the aspects of recycling used briquets and reducing the sludge production. We think that this process will be useful for both the small-scale sewage treatment and reuse of the effluent water.

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Evaluation of Environmental and Economic Impacts of Advanced Wastewater Treatment Plants with Life Cycle Assessment (고도 하수처리장의 전과정평가에 따른 환경성 및 경제성 평가)

  • Pyo, SeHee;Kim, MinJeong;Lee, SeungChul;Yoo, ChangKyoo
    • Korean Chemical Engineering Research
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    • v.52 no.4
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    • pp.503-515
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    • 2014
  • A lot of existing wastewater treatment plants (WWTPs) are rebuilt or retrofitted for advanced wastewater treatment processes to cope with reinforced effluent criteria of nitrogen and phosphorous. Moreover, how to treat the wasted sludge from WWTPs has been also issued since the discharge of the wasted sludge into ocean is impossible from 2011 due to the London Convention 97 protocol. These trend changes of WWTPs get a motivation to assess environmental and economic impacts from the construction stage to the waste stage in WWTPs. Therefore, this study focuses on evaluation of environmental and economic impacts of the advanced wastewater treatment processes and waste sludge treatment process by using life cycle assessment. Four advanced wastewater treatment processes of Anaerobic/Anoxic/Oxic ($A_2O$), 5 stages-Bamard Denitrification Phosphate (Bardenpho), Virginia Initiative Plant (VIP), and Modified University of Cape Town (MUCT) are chosen to compare the conventional activated sludge (CAS) and three waste sludge treatment methods of land fill, incineration, and composting are used. To evaluate environmental and economic impacts of each advanced wastewater treatment processes, life cycle assessment (LCA) and life cycle cost (LCC) are conducted based on International organization for standardization (ISO) guidelines. The results clearly represent that the $A_2O$ process with composting shows 52% reduction in the environmental impact than the CAS process with landfill. On the other hand, the MUCT process with composting is able to save 62% of the life cycle cost comparing with the CAS process with landfill. This result suggested the qualitative and quantitative criteria for evaluating eco-environmental and economic technologies of advanced treatment processes and also sludge treatment method, where their main influence factors on environmental and economic impacts are analyzed, respectively. The proposed method could be useful for selecting the most efficient and eco-friendly wastewater treatment process and sludge treatment method when retrofitting the existing WWTPs to advanced treatments.

A Study on Drying and Carbonization of Organic Sludge from Sewage Plant and Petrochemical Industries for Energy and Resources Recovery (하수슬러지 및 석유화학산업단지 폐수슬러지의 에너지화와 재활용을 위한 건조 및 탄화에 관한 연구)

  • Jun, Kwan-Soo;Hwang, Eung-Ju;Kim, Hyung-Jin
    • Clean Technology
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    • v.15 no.3
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    • pp.154-164
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    • 2009
  • In 2007, 94% of organic wastewater sludge from industries located in Ulsan was disposed of by ocean dump. The ocean dump of organic sludge would be totally prohibited by the year of 2012. However, there is no alternative but incinerating the sludge from the industries located in Ulsan. Securing the technology for sludge treatment and on-land disposal is very important issue among the industries in the Ulsan Petrochemical Industry Complex. In this study, the material aspects of dried and carbonized sludge as a fuel were evaluated for petrochemical and sewage sludge from Ulsan. The dried and carbonized sludges from the factories producing terephthalic acid, BTX, propylene, chemical textile, etc. of which the low heat value exceeded 3,000 kcal/kg had high potential as a fuel according to the results of thermal characteristic analysis. However, the dried sludges with heat values lower than 2,100 kcal/kg and carbonized sludges, lower than 1,100 kcal/kg containing more Inorganic material from the industries producing pulp, paper, methylamine, amide, etc. had a little potential to be used as a fuel. In most cases, drying the sludge showed better results than carbonization in the aspect of thermal characteristics of sludge.

An Evaluation of Solid Removal Efficiency in Coagulation System for Treating Combined Sewer Overflows by Return Sludge (CSOs처리를 위한 응집침전시스템에서 슬러지 반송에 의한 고형물 처리효율평가)

  • Ha, Sung-Ryong;Lee, Seung-Chul
    • Journal of Korean Society of Environmental Engineers
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    • v.35 no.3
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    • pp.171-178
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    • 2013
  • In this study, the sludge that occurs in the initial operation of coagulation system developed for the treatment of CSOs were returned to the flocculation reactor. The purposes of this study were to analyze the Characteristics of flocs that are generated through the recycling sludge and settling characteristics of sludge, and to evaluate the possibility that high concentrations of particulate matter in the initial inflow of CSOs could be used as an weighted coagulant additive. As a result, the concentration of treated CSOs pollutants at the beginning of the CSOs influent with a large amount of particulate matter over 20 ${\mu}m$ was low, after gradually increasing the concentrations of them. The flocs generated from the sludge return were similar in size compared to flocs generated through injection of micro sands, and settling velocity in case of return sludge injection was decreased from 55.1 cm/min to 21.5 cm/min. SVI value of the sludge accumulated at the bottom of the sedimentation tank was 72, and settled sludge volume decreased rapidly due to the consolidation of sludge to the time it takes to 10 minutes. these mean that sludge used for recycling has good settling characteristic. A condition of returned sludge which is 0.1% return of 0.3% extraction was formed in the balance of settlement and extraction. In this case, This condition was to be adequate to maintain the proper concentration such as 100~200 mg/L of TS and 50~100 mg/L of VS in the flocculation reactor. The usage of the return sludge containing particulate matters of CSOs as an weighted coagulant additive was able to secure a stable treated water quality despite the change of influent water quality dynamically. Furthermore, it can be expected to reduce the alum dosage along with the sludge production.

Treatment of Wastewater from Agricultural Industrial Complex by Combination of Electrochemical and Activated Sludge Process Systems (전기화학적 방법과 활성오니 공정의 병합에 의한 농공단지폐수 처리)

  • Lee, Hong-Jae;Seo, Dong-Cheol;Cho, Ju-Sik;Park, Hyun-Geoun;Lee, Chun-Sik;Heo, Jong-Soo
    • Korean Journal of Environmental Agriculture
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    • v.20 no.4
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    • pp.289-296
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    • 2001
  • The effects of HRT and effluent time on removals of pollutants in the electrochemical pilot were investigated. COD removal after 8 hour electrochemical reaction time in HRT 30 and 60 minutes were higher than that of 15 minute HRT. Turbidity removal was 90% or greater regardless of conditions during effluent time. Removals of T-N and T-P during effluent time in HRT 30 and 60 minutes were $71{\sim}74%$ and $85{\sim}98%$, respectively. To evaluate the combination of activated sludge process and continuous electrochemical as pretreatment, the removal efficiencies of pollutants was investigated. In two treatment processes of a single activated sludge system and a electrolysis pilot plus activated sludge systems, SVI and MLSS during effluent time were kept with $82{\sim}112$ and $1,230{\sim}1,750$ mg/L, respectively. COD removal was approximately 90% at early effluent time for both treatment systems, but COD removal in a single activated sludge was slightly decreased as effluent time went by, compared with the single activated sludge COD removal was slightly increased in the early stage of the electrolysis plus activated sludge system. Turbidity removal during effluent time was higher than 95% for both treatment systems. T-N removals during effluent time in a single activated sludge system and a electrolysis pilot plus activated sludge systems were $62{\sim}74%$ and $72{\sim}86%$, respectively. T-P removal in a electrolysis pilot plus activated sludge systems was increased by 9% at early effluent time and 15% after 72 hours of effluent time in compared with a single activated sludge system.

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A Study on the Refining Performance Improvement of Marine Sludge Fuel Oil(I) (for the temperature and pressure effects in metal filtering element) (선박 슬러지유의 정유성능 향상에 관한 연구(I)(금속여과망의 유압력 및 유온의 영향에 대해서))

  • 한원희;하만식;이진열
    • Journal of the Korean Society of Marine Environment & Safety
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    • v.9 no.1
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    • pp.89-94
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    • 2003
  • As ship's fuel oil recently becomes viscous and the amount of sludge increases, many researches and studies are underway to process the sludge onboard the ship and to recycle it as a fuel for ship's boiler. Of many researches, especially ultrasonic emulsifier to break the particle of sludge into fine pieces is recognized as a most possible recycling device. In this regards, the author investigates the property change of sludge's temperature and pressure at the early stage of the study of ultrasonic emulsifier. This study can be used as a useful dora to determine the proper temperature and pressure to inject the processed sludge in the boiler injector and the results can also be comparable dora with the experimental data by ultrasonic emulsifier. In addition, the results will be a fundamental data to study the filtering efficiency of the sludge particle broken by temperature and pressure. It is expected that this study ultimately play a role to prevent marine oil pollution as the sludge is recycled onboard the ship and used as a fuel for boiler.

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SBR을 이용한 염분함유폐수의 처리시 호기성 및 혐기성 starvation이 생물학적 floc의 형태특성 변화에 미치는 영향

  • Kim, Sang-Su;Mun, Byeong-Hyeon;Seo, Gyu-Tae;Lee, Taek-Sun;Kim, Tae-Seong
    • Proceedings of the Korean Environmental Sciences Society Conference
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    • 2006.11a
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    • pp.362-364
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    • 2006
  • Starvation 동안 슬러지를 폭기시킨 경우 floc의 크기감소가 더 크게 일어났다. SBR의 재운전으로 회복된 floc의 크기는 슬러지를 폭기시키지 않은 경우 starvation 이전과 비교하여 더 커졌으며, 슬라지를 폭기시킨 경우 starvation 이전보다 작아졌다. Starvation 동안 슬러지를 폭기하지 않은 경우 fractal dimension은 큰 폭으로 감소하지만, 폭기하였을 때는 감소폭이 매우 작았다. 이후 SBR의 재운전으로 인한 fractal dimension은 증가하였다. 슬러지의 침강성은 starvation 동안 폭기한 경우 폭기하지 않은 경우보다 SBR 재운전 직후 슬러지의 침강성이 더 불량하였으며, starvation 동안 폭기하지 않았을 때 슬러지 침강성의 회복현상이 나타났지만, 폭기를 수행한 경우 침강성의 회복이 느리게 일어났다. Starvation 동안 슬러지의 폭기 및 비폭기 수행결과 침강성은 fractal dimension보다 floc의 크기에 더 크게 좌우되는 것으로 나타났다.

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The City Rhinoreaction Research of the Corn Feed for the Heavy Metal Removal of the Pig Ordure Sludge Using the Citric Acid and Stability Evaluation (구연산을 이용한 돈분슬러지의 중금속 제거 및 안정성평가를 위한 사료용 옥수수의 시비반응 연구)

  • Oh, Tae-Seok;Kim, Chang-Ho;Choi, Bong-Su
    • Journal of The Korean Society of Grassland and Forage Science
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    • v.31 no.4
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    • pp.395-408
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    • 2011
  • The study which it sees exclusions the copper and the zinc which contain in pig sludge, It study pig sludge resources fertilizer production which are rational, pig sludge resources fertilizers after seeding, silage corn it investigates growth characteristics and forage value, the result which investigates pig sludge resources fertilizers effectiveness with afterwards is same. With fertilizer ingredients in pig sludge chemical qualities, the content of the nitrogen and the phosphoric acid comes 4.4% to be 6.29%, pH 7.02 and content of the copper and the zinc which is a heavy metal which contains in pig sludge with 805 mg/kg and 1,704 mg/kg, it is a restrictive standard of the fertilizer, 300 mg/kg and 900 mg/kg it sees to be high, it manufactures citric acid 1 hydrate with the organic acid solution, heavy metals of pig sludge where it is a mixture ratio of the organic acid solution, it divides to 25%, 50%, 75% and 100% 4 kind levels, the result which measures the heavy metal exclusion ratio of the copper and the zinc, the mixture ratio of the organic acid solution to be many exclusion ratio of the copper and the zinc is showing a just interrelation, from organic acid solution 100% level content of pig sludge remains copper and zinc 330.03 mg/kg and 41.28 mg/kg, it shows the exclusion ratio of copper 59% zinc 97%. 'Cheonganok' growth characteristics with citric acid 1 hydrate, Treatment 2 and control growth characteristics etc, it exclusion the copper and the zinc it doesn't appear on significant difference statistically but, treatment 3 after only pig sludge in resources disposal where it seeding, growth characteristics of leaf area etc. is badness, it compares in control and treatment 2 the growth characteristics badness, it is appearing, it is caused by with disease and insects occurrence of $Ostrinia$ $furnacalis$ and brown spot, the damage was many. From forage value, Treatment 2 where it exclusion the heavy metal with the citric acid 1 hydrate with control it compares and there are not significant difference from crude protein and ADF and NDF contents etc., seeding only Pig Sludge in resources disposal treatment 3, it is caused by with $Ostrinia$ $furnacalis$ etc., trunk and aging of the leaf to be high ADF content is low. but from crude protein, the nitrogen ingredient which pig sludge has and interrelation it seemed and high numerical value were confirmed.

The Characteristics of Sludge Landfill Site in Nanjido (난지도 하수슬러지 매립지의 슬러지 성상분석)

  • Namkoong, Wan;Hwang, Seon Suk;Kim, Chul Soo;Yeun, Bum Han;Ryu, Bum Su
    • Journal of the Korea Organic Resources Recycling Association
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    • v.4 no.2
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    • pp.47-53
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    • 1996
  • This study was carried out to estimate the amount and the characteristics of sewage sludge disposed of in the Nanjido sludge landfill site. Boring test was conducted to estimated the landfill volume and to get sludge samples to be analyzed. Total analysis and leaching test were performed to find the characteristics of sewage sludge. The Nanjido sludge landfill site had the surface area of $50,000m^2$ and the average depth of 15m. The estimated sludge volume was 600,000ton. Sewage sludge in Nanjido sludge landfill site was very stable. Results of total analysis of heavy metals indicated that the sludge could be classified as a non-hazardous waste according to the California state regulation. The sludge also could be used as compost based on compost quality criteria of foreign countries. Results of Korea Extraction Procedure showed that sewage sludge in Nanjido sludge landfill site was not a hazardous waste.

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Process variations in SBR and BS-SBR treatment (SBR 및 BS-SBR 처리의 공정변화 연구)

  • 양형재;정윤철;신응배
    • Journal of environmental and Sanitary engineering
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    • v.12 no.1
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    • pp.59-68
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    • 1997
  • The main purpose of this study was to determine effects of BS-SBR compared with SBR on the removal of soluble organics and sludge separation. In the BS-SBR process, soluble organics were removed by suspended activated sludge as well as biological fixed films and these two processes occurred simultaneously in one tank. The removal efficiency of soluble COD in the BS-SBR, approximately 97% in both 1 and 3-cycle/d was higher than for SBR. The BS-SBR process was very efficient for SS removal. The averaged SS concentration were 4.8 mg/l over the operation period, the daily SS values were consistently below 10 mg/l in both of 1-cycle and 3-cycle a day. The sludge settling characteristics in BS-SBR were totally different from SBR's. The sludge, dark brown, was well flocculated and its floc size was visible larger than the SBR's.

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