• 제목/요약/키워드: Non digested sludge

검색결과 7건 처리시간 0.02초

약품 주입비율에 따른 하수 슬러지 형태(소화·비소화)가 건조효율에 미치는 영향 - 근적외선 및 마이크로파를 중심으로 - (Effect on Drying Efficiency of the Sewage Sludge (Digested, non digested) according to Polymer dose Ratio - Focus on the NIR and Microwave -)

  • 이승원
    • 한국환경과학회지
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    • 제30권3호
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    • pp.245-255
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    • 2021
  • In this study, we evaluated the effect of the type of sewage sludge (digested, non digested) on drying efficiency according to the polymer injection rate. The drying characteristics were shown using a near-infrared ray (NIR) and a microwave. As a result of the drying characteristics with NIR at a polymer dose ratio of 8%, the heating up period is up to 6 minutes after the start of the drying experiment. Afterwards, the constant rate drying period of the digested sludge (A, C and G sites) was 6 minute → 18 minute, showing a rapid decrease in moisture. On the other hand, non digested sludge (B, D, E, F, H, I, J and K sites) showed gradual drying characteristics compared to digested sludge until complete drying (10%). As the polymer dose ratio of 10% and 12%, the heating up period for digested sludge is up to 6 minute after the start of the experiment. Afterwards, the constant rate drying period of the digested sludge was 6 minute → 20 minute, showing a rapid decrease in moisture. On the other hand, the heating up period of non digested sludge was up to 10 minute after the start of the experiment, and the constant rate drying period was 10 minute → 22 minute, which was shorter than digested sludge. As a result of the drying characteristics with microwave at a polymer dose ratio of 8%, 10% and 12%, the constant rate drying period the digested sludge was 4 minute → 20~22 minute, showing a rapid decrease in moisture. On the other hand, non digested sludge of the constant rate drying period was 4 minute → 22~30 minute, which was longer than digested sludge.

Thiobacillus thiooxidans MET를 이용한 중금속 제거 효율에 미치는 슬러지 성상의 영향 (Effect of Sludge Digestion on Removal Efficiency of Heavy Metals from Sewage Sludge Using Thiobacillus thiooxidans MET)

  • 임설희;이소은;이인숙;조경숙;류희욱
    • KSBB Journal
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    • 제16권4호
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    • pp.389-397
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    • 2001
  • 본 연구에서는 T. thiooxidans MET 균주를 이용하여 비소화 슬러지와 혐기성 소화슬러지로부터 중금속을 용출하여 제거하는데 영향을 미치는 슬러지 성상의 영향을 조사하였다. 슬러지 종류와 농도에 관계없이 슬러지로부터의 중금속 용출은 슬러지 용액의 pH에 의존하였다. 슬러지 용액의 pH가 3.0 이하일 때 효율적인 중금속 용출 효율을 얻을 수 있었으며, Zn > Cu > Cr의 순서로 용출이 진행되었다. 비소화 슬러지 및 혐기성 소화 슬러지간에 buffering capacity의 차이는 없었으나, 동일 고형물 농도에서 혐기성 소화 슬러지에서 T. thiooxidans MET의 황산화속도가 높기 때문에, 혐기성 소화 슬러지 용액의 pH 감소 속도가 비소화 슬러지보다 빨랐다. 그러나, pH 변화에 따른 슬러지 단위 질량당 중금속 용출량을 비교한 결과, 동일 pH 조건에서 혐기성 소화슬러지의 중금속 용출량은 비소화 슬러지에서의 중금속 용출량 보다 낮았다. 이는 혐기성 소화 슬러지와 비소화 슬러지에 함유되어 있는 불용성 금속화합물의 차이 때문으로 사료되었다. 슬러지 성상에 관계없이, 슬러지 고형물 농도가 증가할수록 (10~70 g/L) 중금속 용출 효율은 감소하였고, 최적 S$^{\circ}$/슬러지 고형물의 비율은 0.1이었다. 또한, T thiooxidans MET 균주를 이용한 슬러지로부터 중금속 용출 공정은 90% 이상의 살균 효과와 20% 정도의 슬러지 감량 효과가 있었다.

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하수슬러지 BIO-SRF (Solid Recovered Fuel) 생산을 위한 NIR (Near Infrared Ray) 건조시 응집제 주입비율이 미치는 영향 (Effect of Flocculant Injection Ratio in NIR (Near-Infrared Ray) Drying for BIO-SRF (Solid Recovered Fuel) of Swage Sludge)

  • 이강민;이승원
    • 한국환경과학회지
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    • 제30권2호
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    • pp.135-143
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    • 2021
  • This study executed evaluation of drying characteristics based on the polymer injection rate (8%, 10% and 12%) and the drying method[NIF(near-infrared ray). According to this study analyzed VS, VS/TS, and calorific value compared with 'the auxiliary fuel standard of the thermoelectric power plant and the combined heat & power plant'. The results are as follows. In the case of NIR, the VS was slightly changed at the early stage of the material preheating period and the constant drying rate period with low moisture evaporation. But VS reduction was shown higher as moisture was dried. In the case of non-digested sludge with high VS content, the VS reduction rate by drying was shown lower than that of digested sludge. As the flocculant injection rate increased, the VS loss due th drying was found to be small. Also, the higher the flocculant injection rate was the longer the drying time. Especially, in the case of the NIR drying equipment, as the moisture content of sewage sludge decreased(moisture content 20~40%), the loss of net VS also showed a tendency to increase sharply. It is shown that the high calorific value according to the drying time of the non-digested sludge was changed from 590 kcaℓ/kg to 3,005 kcaℓ/kg and from 539 kcaℓ/kg to 2,796 kcaℓ/kg.

우리나라 하수 및 폐수 처리 슬러지의 다환방향족탄화수소의 함량 (Contemporary organic contamination levels in digested sewage sludge from treatment plants in Korea: (2) Non-alkylated Polycyclic Aromatic Hydrocarbons)

  • 이강영;정창수;김영일;이현경;홍기훈
    • 한국환경과학회지
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    • 제14권4호
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    • pp.413-425
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    • 2005
  • The 16 priority PAHs (Polycyclic Aromatic Hydrocarbons) designated by US Environmental Protection Agency were analyzed for some digested sludges from wastewater treatment plants in Korea. PAHs are an important group of organic contaminants present in sewage sludge due to their persistence and toxic potential. PAHs were extracted from freeze-dried sludges using a methylene chloride-methanol (2:1) mixture in a soxhlet extractor. The extracts were cleaned-up by silica gel/alumina combination column and subsequently fed into gas chromatograph/mass spectrometer (GC/MS) for determining PAH contents. The sum of the 16 PAHs in the sewage sludge varied from 534.8 to $5754.5 {\cal}ug/{\cal}kg$, dry wt.. In the sewage sludge, phenanthrene appears as the most abundant PAHs, followed by naphthalene, pyrene, fluoranthene. Source of the investigated sewage sludges relatively predominated pyrogenic. PAHs levels of sewage sludges in Korea appeared to be lower than those in other countries.

소화슬러지를 이용한 토양 내 석유계 탄화수소의 혐기성 분해 (Anaerobic Degradation of Petroleum Hydrocarbons in Soil by Application of a Digestion Sludge)

  • 이태호;변임규;박정진;박현철;박태주
    • 대한환경공학회지
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    • 제29권8호
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    • pp.938-943
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    • 2007
  • 혐기성 소화조 슬러지 주입에 의한 디젤오염(10,000 mg/kg soil) 토양 내 석유계 탄화수소의 혐기성 분해에 관하여 조사하였다. 오염된 토양 50 g에 총휘발성 고형물 농도 2,000 mg/L인 소화조 슬러지를 15 mL/kg soil와 30 mL/kg soil 농도로 주입하고 90일간 배양한 결과, 각각 37.2%와 58.0%의 총석유계 탄화수소(TPH)의 분해율을 나타내었다. 슬러지를 주입하지 않은 오염토양 대조군과 멸균된 토양에 멸균된 슬러지를 주입한 대조군에서는 120일간의 배양에서 초기 첨가한 디젤의 17%와 4%가 각각 제거된 것에 비하여, 전자수용체의 종류를 달리한 여러 혐기성 조건, 즉, 질산염 환원 조건, 황산염 환원 조건, 메탄생성 조건, 혼합 전자수용체 조건 모두에서 소화조 슬러지 주입에 의해 토양 내 디젤의 40% 이상이 분해됨을 확인할 수 있었다. 배양 120일 동안의 오염토양 내 TPH의 분해율은 혼합 전자수용체 조건에서 75%로 가장 높았으며, 황산염 환원 조건(67%), 질산염 환원 조건(13%), 메탄생성 조건(43%) 순으로 나타났다. 그러나 난분해성 물질로 알려진 isoprenoid의 분해율은 황산염 환원 조건이 다른 전자수용체 조건에 비해 가장 높은 분해율을 나타내었다. 본 연구 결과를 통하여, 소화조 슬러지를 이용하여 혐기성 상태에서 오염토양 내 디젤을 분해하는 기술은 석유계 탄화수소로 오염된 토양의 실질적인 복원에 유용한 것으로 판단되었다.

BIO-CLOD를 이용한 소화슬러지의 악취저감에 대한 연구 (The Study on the Odor Removal of Digested sludge using BIO-CLOD)

  • 성일화
    • 한국산학기술학회논문지
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    • 제16권12호
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    • pp.8665-8672
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    • 2015
  • 본 연구에서는 하수처리장의 소화슬러지(digest sludge)를 대상으로 악취제거 및 유기물제거에 대한 타당성을 검토하고자 BIO-CLOD를 넣은 반응조와 넣지 않은 반응조에 대하여 24시간, 48시간, 72시간 후 ammonia, methyl mercaptan(MMC) 및 $H_2S$에 대해서 측정하였다. BIO-CLOD를 침적시킨 반응조(BIO-CLOD)에서 24시간 내에 ammonia는 48%인 것에 비해 $H_2S$와 MMC는 98%이상의 높은 제거율을 보인 반면에 BIO-CLOD를 침적시키지 않은 반응조(Non BIO-CLOD)에서는 24시간 내에 ammonia가 45%, $H_2S$는 71%, MMC는 84%로서 악취제거 가능성을 보였다. 암모니아 농도는 시간이 지남에 따라 감소하면서 질산성질소농도는 증가하는 질산화 현상을 보였으며, 소화슬러지내의 유황계 악취성분들이 호기성 미생물들에 의해 산화 분해되어 용액 중의 황산염농도를 증가시키는 데는 BIO-CLOD효과가 있었음을 알 수 있었으며, 황산염농도증가와 대기중의 $H_2S$ 제거율간에는 상관관계가 있음을 알수 있었다. 반응조 유출수에서 유기물의 감소는 짧은 시간 내에서는 BIO-CLOD가 영향을 주지 않았으며, HRT 12시간과 HRT 24시간으로 운전하였을 때 경제적인 면에서 HRT 12시간을 고려해야 할 것으로 판단되었다.

건식단상혐기성소화조 장.단기 운영의 비교연구 (A study on the comparison of operation for long & short time in the Dranco process)

  • 홍종순;김재우;신대윤
    • 환경위생공학
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    • 제23권4호
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    • pp.73-82
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    • 2008
  • In this study, a dry single-phase anaerobic digestion process (Dranco system) was investigated to evaluate the optimum operational conditions. Several factors such as injection rate of organic waste, biogas production, $CH_4$ content in the biogas, pH of the sludge, $NH_3$-N and VFA concentration were investigated based on the operation of the digestion process for 2 months (short term) and 8 months (long-term). The operation results showed that a small quantity of food waste should be injected every week and that a 10% increase of the microorganism injection rate should be needed. However, normal operation was conducted after 11 weeks based on the designed quantity. The $CH_4$ content in the biogas was high at the beginning and the end of the food injection. However, it was low during week days. When the biogas production was high, the $CH_4$ concentration was low. The biogas production increased with an increase of the injection rate. $100m^3$/ton of biogas was produced from normal operation of the digestion process based on the designed quantity. The pH values of the digestion tank based on short-term operation ranged from 8 to 8.5. However, the pH values ranged from 7.45 to 8.15 after 4 weeks of long-term operation. The $NH_3$-N concentration of short-term operation ranged from 4,500 to 5,500 ppm and it gradually decreased to 2,000ppm after normal operation was commenced. For long-term operation, it was 5,000ppm initially and 3,800ppm after normal operation was commenced. The VFA concentration of sludge was less than 900ppm and 2,500ppm for short and long-term operations, respectively, after normal operation. Overall, the differences between sludge pH, $NH_3$-N and VFA concentrations may be due to the different types of microorganisms and the digestion ability of the microorganisms which exist in the accumulation of non digested organics. Moreover, it may be also caused by the type of food waste. Further investigation is needed to confirm these relationships.