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Mass production of methane from food wastes with concomitant wastewater treatment
Authors:Kim  Jung K  Cho  Jae H  Lee  Jung S  Hahm  Kyung S  Park  Don H  Kim  Si W
Institution:(1) Department of Environmental Engineering, Chosun University, 501-759 Gwangju, Republic of Korea;(2) Department of Biological Science, Chosun University, 501-759 Gwangju, Republic of Korea;(3) Research Center for Proteineous Materials, Chosun University, 501-759 Gwangju, Republic of Korea;(4) Department of Biochemical Engineering, Chonnam National University, 500-757 Gwangju, Republic of Korea
Abstract:We developed a process for production of methane at a pilot scale. This process consists of three stages. The first stage is a semianaerobic hydrolysis/acidogenic step in which organic wastes are converted to various sugars, amino acids, and volatile fatty acids (VFAs). Operation temperature and pH were 45°C, and 5.0–5.5, respectively. Hydraulic retention time (HRT) was 2 d. To remove the putrid odor and to enhance the hydrolysis of organic wastes, a mixture of bacteria isolated from landfill soil was inoculated into the reactor. Total chemical oxygen demand (tCOD) and biological oxygen demand (BOD) were 36,000 mg/L and 40,000 mg/L, respectively. The second stage was an anaerobic acidogenic process, which can produce large amount of VFAs including acetate, propionate, butyrate, valerate, and caproate. Operation temperature and pH were 35°C, and 5.0–5.5, respectively. HRT was 2 d. The third stage was a strictly anaerobic methane fermentation step producing methane and carbon dioxide from VFAs. The working volume of upflow anaerobic sludge blanket (UASB) type reactor was 1200 L, and operation temperature and pH were 41°C, and 7.7–7.9, respectively. HRT was 12 d. Seventy two percent of methane at maximum was generated and the yield was 0.45–0.50 m3/kg VS of food wastes. Through the process, 88% of tCOD and 95% of BOD were removed. The wastewater was treated with the biological aerobic and anaerobic filters immobilized with heterotrophic and autotrophic nitrifying and denitrifying bacteria. Ninety percent of total nitrogen (T-N) was removed by this treatment. The residual T-N and total phosphorous (T-P) were removed by the algal periphyton treatment system. The final concentrations of nitrogen and phosphorous in the drain water were 53 and 7 mg/L, respectively.
Keywords:Anaerobic digestion  volatile fatty acids  methane  biological filter  algal periphyton treatment system
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