• Title/Summary/Keyword: 감량화

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A Study on the Operation Condition for Carbon-Nitrogen Removal in Wastewater and Sludge Reduction using PVA-gel Immobilized Microorganism (PVA-gel 미생물 고정화 담체를 이용한 고도하수처리 및 슬러지 감량화 운전조건 연구)

  • Lee, Jin-Sook;Park, Hyung-Whan;Nam, Duk-Hyun;Park, Chul-Hwi;Jung, In-Ho;Yoo, Young-Kwan
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.6
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    • pp.875-883
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    • 2006
  • The carbon and nitrogen removal process using PVA-gel (Polyvinyl Alcohol) immobilized microorganisms was studied. The process has been operated under diverse process conditions for 12 months. The process consists of denitrification with internal recycle of 300%, nitrification, aerobic digestion reactors and settling tank. Nitrificatoin and nitrogen removal efficiency according to gel packing ratio and temperature were studied. Yield for Heterotrophs ($Y_H$), decay coefficient for Heterotrophs($b_H$) in aerobic digestion reactor were determined to seize sludge reduction mechanism and compared with typical data of activated sludge process. Then SRT in aerobic digestion reactor was determined on an experimental basis and sludge reduction efficiency was calculated. The process was implemented successfully with sludge reduction efficiency of 92.0~98.5% on a basis of biomass.

Application Plan of Sludge Reduction and Improvement of Ananerobic Digestion Rate Using VFAs from Food Waste (증산제를 통한 혐기소화율 개선 및 슬러지 감량 활용방안)

  • Lee, Kawng Hun;Kim, Gil Su;Sun, Beong Keon;Choi, Chan Sup;Cho, Gin Woo;Shin, Jae Hoon;Jeong, Tae Young
    • Journal of the Korea Organic Resources Recycling Association
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    • v.26 no.3
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    • pp.47-54
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    • 2018
  • This study examined the improvement of anaerobic digestion rate and sludge reduction as a result of the addition of anaerobic digestion with thickened sludge and solution of VFAs obtained from food waste. The methane production rate of the digestion system was 2.21 times higher when anaerobic digestion reactor injected into anaerobes with VFAs from food wastes of 5 percent. Also, The reduction of the amount of concentrated sludge injected will proceed rapidly because of the TCOD concentration in the digestion reactor was more than twice higher. Indirectly it was shown that the increased production system contributed significantly to the methane production efficiency.

Sludge Reduction by Mechanical Solubilization in the Aerobic Digestion (호기성소화에서 가용화가 슬러지 감량화에 미치는 영향)

  • Youn, Sang Hyun;Jang, Hyun-sup;Hwang, Sun-jin
    • Journal of Korean Society of Water and Wastewater
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    • v.20 no.5
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    • pp.763-770
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    • 2006
  • The purpose of this study was to investigate the effects of mechanical(ball-mill) solubilization of excess sludge especially focused on the TSS(total suspended solid) reduction during the conventional aerobic digestion of sewage sludges including primary and/or excess sludge, HRT was examined at the 10 days and 20 days. According to the results of this study, TSS removal efficiency of solubilized excess sludge was almost two times higher than that of non-solubilized excess sludge. And as the proportion of the primary sludge increased, TSS removal efficiency became worse because primary sludge rarely contained microbial cells which could be easily solubilized physically. It was also proved that by the application of proper solubilization techniques to the excess sludge, HRT for the aerobic digestion could be lessened(above 50%) dramatically keeping the same or better digestion performance. The fact that between primary and excess sludges, only the excess sludge is quite effective in the sludge solubilization and in it's reduction says that excess sludge releasing sources are key-point in the sludge cake reduction field as a source control.

공기순환비에 따른 음식물쓰레기의 감량화 특성

  • Jang, Seong-Ho;Seo, Jong-Hwan;Park, Jin-Sik;Mun, Chu-Yeon
    • Proceedings of the Korean Environmental Sciences Society Conference
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    • 2006.05a
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    • pp.347-350
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    • 2006
  • 본 연구에서는 음식물쓰레기를 배출공기순환방식을 적용한 고온호기성 공정에서 공기순환비에 따른 음식물쓰레기의 감량화 특성을 연구하였다. 그 결과 적정한 평균운전온도는 54$^{\circ}C$, 함수율은 40% 정도로 판단되었다. 공기순환비 0.5에서 최대기질제거량을 나타내었지만 본 실험이 15일간으로 짧게 운전된 점과 반응후반부에서 공기순환비이 0.3, 0.5일 경우 반응 온도가 하락되어 기질 제거량에 영향이 예상됨으로 15일 이상 기간으로 운전시 적정한 공기순환비는 0.7로 판단된다.

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A Study on the Thermal Solubilization Characteristics of Highly Thickened Excess Sludge in Municipal Wastewater Treatment Plant (하수처리장에서 발생하는 고농축 잉여슬러지의 열적가용화 특성에 관한 연구)

  • Kim, Eunhyuk;Park, Myoung Soo;Koo, Seulki
    • Journal of the Korea Organic Resources Recycling Association
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    • v.30 no.4
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    • pp.5-13
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    • 2022
  • The current environmental problem is that environmental pollution is accelerating due to the generation of large amounts of waste and indiscriminate consumption of energy. Fossil fuels, a representative energy production fuel, are burned in the process of producing energy, generating a large amount of greenhouse gases and eventually causing climate change. In addition, the amount of waste generated worldwide is continuously increasing, and environmental pollution is occurring in the process of waste treatment. One of the methods for simultaneously solving these problems is the energy recovery from and reduction of organic wastes. Sewage sludge generated in sewage treatment plants has been treated in various ways since ocean disposal was completely prohibited, but the amount generated has been continuously increasing. Since the sewage sludge contains a large amount of organic materials, it is desirable to recover energy from the sewage sludge and reduce the final discharged waste through anaerobic digestion. However, most of the excess sludge is a mass of microorganisms used in sewage treatment, and in order for the excess sludge to be anaerobically digested, the cell walls of the microorganisms must be destroyed first, but it takes a lot of time to destroy the cell walls, so high rates of biogas production and waste reduction cannot be achieved only by anaerobic digestion. Therefore, the pre-treatment process of solubilizing excess sludge is required, and the thermal solubilization process is verified to be the most efficient among various solubilization methods, and high rates of biogas production and waste reduction can be achieved by anaerobic digestion after destroying cell walls the thermal solubilization process. In this study, when pretreating TS 10% thickened excess sludge through a thermal solubilization system, a study was conducted on solubilization characteristics according to retention time and operating temperature variables. The experimental variables for the retention time of the thermal solubilization system were 30 minutes, 60 minutes, 90 minutes, and 120 minutes, respectively, while the operating temperature was fixed at 160℃. The soulbilization rates calculated through TCOD and SCOD derived from the experimental results increased in the order of 12.11%, 20.52%, 28.62%, and 31.40%, respectively. And the variables according to operating temperature were 120℃, 140℃, 160℃, 180℃, and 200℃, respectively, while the operating retention time was fixed at 60 minutes. And the solubilization rates increased in the order of 7.14%, 14.52%, 20.52%, 40.72%, and 57.85%, respectively. In addition, TS, VS, T-N, T-P, NH4+-N, and VFAs were analyzed to evaluate thermal solubilization characteristics of thickened excess sludge. As a result, in order to obtain 30% or more solubilization rate through thermal solubilization of TS 10% thickened excess sludge, 120 minutes of retention time is required when the operating temperature is fixed to 160℃, and 170℃ or more of operating temperature is needed when the operating time is fixed to 60 minutes.

Minimization of Excess Activated Sludge in Nonwoven Fabric Filter Bioreactor (부직포 여과막 생물반응조에서의 폐활성슬러지 감량화)

  • Jung, Kyoung-Eun;Bae, Min-Su;Cho, Yun-Kyung;Cho, Kwang-Myeung
    • Journal of Korean Society of Environmental Engineers
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    • v.28 no.1
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    • pp.88-96
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    • 2006
  • Among the various methods for minimization of waste activated sludge, maintaining a low F/M ratio in the bioreactor is known to be the most effective reliable one. In this research, various experiments were performed to check the capability of the nonwoven fabric filter bioreactor, which has been proved able to maintain a low F/M ratio by maintaining a high MLSS concentration, for excess sludge minimization. The reactor was intermittently fed with a synthetic wastewater having a COD concentration of approximately 300 mg/L and no SS. Results of the experiments showed that the F/M ratio in the reactor decreased to a minimum value of 0.02 g COD/g MLSS-day as the MLSS concentration increased to a maximum value of 31,010 mg/L. However, the measured endogenous decay coefficients and oxygen uptake rates of the MLSS confirmed that the activity of the MLSS decreased as the MLSS concentration increased. Based on the increase of MLSS in the reactor and the mass balance during the whole experimental period, the average microorganism yield coefficients were computed to be low values of 0.148 and 0.139 g MLSS/g COD, respectively. These results indicate that the nonwoven fabric filter bioreactor employed in this research is effective for minimization of excess sludge production.

Change of Microbial Community on Ozonation of Sewage Sludge to Reduce Excess Sludge Production (폐슬러지 감량화 및 재활용을 위한 오존 처리시 하수슬러지내의 미생물 군집구조의 변화)

  • Hong, Jun-Seok;Lim, Byung-Ran;Ahn, Kyu-Hong;Maeng, Sung-Kyu
    • Journal of Korean Society of Water and Wastewater
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    • v.18 no.1
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    • pp.59-65
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    • 2004
  • The change of the microbial community structure in excess sludge of different sewage treatment plants by ozone treatment was investigated by quinone profiles. The resulting ozone dosage ranged from 0.1 to $0.4gO_3/gTS$. In terms of overall sludge reduction, more than 50% reduction of the total sludge mass could be achieved by ozone treatment at $0.4gO_3/gTS$. Quinone concentration and type in sludge of different treatment plants were remarkably decreases with increasing ozone dose. Ubiquinones(UQs)-8, -10 and MK-8 were still remained in the ozonized sludge at $0.4gO_3/gTS$. The results of this study showed that the remaining microorganisms belong to UQs-8, -10 and MK-8 were difficult to destruct cell membrane or wall by ozonation. Fecal Streptococci and Salmonella were not detected at ozone dose of $0.2gO_3/gTS$, but Fecal Coliform was not detected at ozone dose of $0.4gO_3/gTS$.