• 상하수도학회지
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• 제23권5호
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• pp.539-545
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• 2009

A feasibility of a pilot scale two-phase anaerobic digestion with ultra filtration system treating garbage leachate were evaluated. The treatment system consisted of a thermophilic acidogenic reactor, a mesophilic methanogenic reactor, and an UF membrane. The average COD removal efficiency of the treatment system was 95% up to the OLR of 3.1 g COD/L/d. The higher COD removal efficiency with membrane unit resulted from the removal of some portion of soluble organics by membrane as well as particulate materials. When the membrane unit was in operation, bulk liquid in acidogenic and methanogenic reactors was partially interchanged, which maintained the acidogenic reactor pH over 5.0 without external chemical addition. Also, with the production of methane in the acidogenic reactor, the organic loading rate of the methanogenic reactor reduced. The initial flux of the membrane unit was $50{\sim}60L/m^2/hr$, but decreased to $5 L/m^2/hr$ after 95 days of operation due to clogging caused by particulate materials such as fibrous materials in garbage leachate. To prevent clogging caused by particulate materials, a pretreatment system such as screening is required. With the improvement with membrane unit operation, the two-phase anaerobic digestion with ultra filtration system is expected to have the possibility of treating garbage leachate.

• 상하수도학회지
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• 제26권1호
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• pp.21-27
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• 2012

This study evaluated the performance of a thermophilic two-phase anaerobic digestion (TTPAD) coupled with membrane process treating garbage leachate. The pilot-scale treatment system is consisted of thermophilic acidogenic reactor (TAR) and thermophilic methanogenic reactor (TMR) coupled with an ultrafiltration (UF) membrane unit. The hydraulic retention time of TAR and TMR were 4 and 20 days, respectively. Effluent TCOD and SCOD of the TTPAD were $25\;{\pm}\;6\;and\;12\;{\pm}\;3$ g/L, respectively, and the corresponding TCOD and SCOD removal efficiencies were 77% and 81%, respectively. Propionate was major acids as 75% in the effluent. Scum formation was not observed in TTPAD, which might be resulted from complete lipid degradation. However, TTPAD was appeared to be sensitive to free ammonia toxicity. The UF membrane was operated with constant pressure filtration at average TMP 1.3 atm. Permeate flux had a range of 15-30 $L/m^2/hr$. With UF membrane, TCOD removal increased from 77% to 93%, and this SS free effluent would be beneficial to subsequent processes such as ammonia stripping.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1157-1166
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• 2008

Critical surcharge value of silt ground polluted with garbage leachate to the dyes $q_{cr}=3.73c_u$ and ultimate bearing capacity value $q_{ult}=8.60c_u$. Lateral flow pressure at polluted silt ground was about $P_{max}$/3 and depth of maximum lateral flow pressure was found at that of H/3 of soft layer thickness(H). Expression of polluted silt ground of fracture baseline at stability control charge by Matsuo Kawamura is $S_v=3.56\exp\{0.51(Y_m/S_v)\}$.

• 대한환경공학회지
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• 제31권11호
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• pp.997-1006
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• 2009

본 연구에서는 음폐수를 대상으로 5 톤/일 처리규모의 막결합형 2상 혐기성 소화(TPADUF) 플랜트를 운영하며 유기물 제거효율 및 메탄 발생량을 파악하고, 소화가스를 이용한 발전 가능성 및 분리막 적정 운영방안을 검토하였다. 고온 산발효조, 중온 메탄조 및 UF 막으로 구성된 처리 시스템에서 평균 TCOD가 150 g/L인 음폐수를 유기물 부하 11.1 g COD/L/d까지 증가시키며 처리한 결과 최종 유출수의 TCOD는 6 g/L 이하이었으며, TCOD 및 SCOD 제거효율은 모두 95% 이상이었다. 소화 가스의 메탄 구성비는 65%이었으며, 회수된 메탄량은 시스템에서 일부 가스가 누출되었음에도 39 $m^3/m^3$ 음폐수 주입량, 260 $m^3$/톤 COD유입량, 또는 270 $m^3$/톤 COD제거량 이었다. 소모된 가스량 당 발전량은 0.96 kWh/$m^3$ 가스, 또는 1.49 kWh/$m^3$ 메탄으로 다소 낮았으나 이는 소용량 발전기(15 kW급)의 저효율에 기인한 것이다. 분리막은 평균 flux 10 L/$m^2$/hr에서 운전하였으며, 운전 중 flux가 감소하였을 때는 물 또는 화학적(NaOCl)세정을 실시하여 회복시킬 수 있었다. TPADUF 플랜트에서는 메탄조 내액 또는 분리막 농축액을 산발효조로 반송함으로써 산발효조의 pH를 별도의 약품 주입 없이 적정 수준을 유지할 수 있었으며, 산발효조에서 부분적인 메탄생성을 통해 메탄조의 유기물 부하를 낮추는 효과도 있었다.

• 대한설비공학회:학술대회논문집
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• 대한설비공학회 2009년도 하계학술발표대회 논문집
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• pp.427-432
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• 2009

This article deal with an overview of food waste treatment methods in Korea. Garbage trucks are operated manually by garbage workers who pick up the food wastes after food waste is placed in plastic bags by the road sides. However, there are a lot of problems such as, the smell from the split bags and the leachate, the loss of much energy and the complaints regarding the establishment new rubbish tips from the residents in the surrounding area. It also highlights our society's waste of resources. Although the new pneumatic waste transfer system or the dry method seem to have improved some of the environmental conditions, it still bears some problems, for example, the lack of reuse and recycling of resources and the economic problems. We have been analysed the advantages and disadvantages between the existing food waste system and the pneumatic waste transfer system. And the dry method and disposer were discussed. The results will indicate how the disposer can improve more than the existing systems and will provide the evidence to support.