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      • 都市 下水슬러지의 堆肥化에 關한 硏究

        宋濟天,柳明辰,金東玟 동아대학교 환경문제연구소 1986 硏究報告 Vol.9 No.3

        Composting may be defined as a biochemical process in which microorganisms break down and convert solid organic matters into stable, humus like end products. The composting of municipal wastewater sludge has become an accepted technology as a means of sludge stabilization and resource recovery in recent years. Investigated in this study were the compostability of municipal sludge without the use of bulking agents, e.g., wood chips, tree barks, sow-dusts and rice-hulls ; relevant, influencing factors such as moisture contents, pH values, aeration rates, and volatile solid contents ; and process reaction rates. The sample sludges, obtained from Seoul Cheongye Sewage Treatment plant, were those digested and dewatered by mechanical means with the aid of lime and ferric chloride. The pH values, moisture contents, voltile solid contents and C/N ratios of the sample sludge ranged 10 to 12, 60 to 70%, 55 to 55% and 8 to 12, respectively. In this study, three, 35-liter reactors were used; the reactors were operated on batch basis for the duration of 8 to 12days. In order to maintain aerobic conditions and expect air drying effects, air was supplied to each reactor in the rates of 50-300 ℓ/㎥, main in the first half of experiments and fixed to 120ℓ/㎥. min in the second half. The mixture was mixed completely once a day by mechanical agitator. The results of this study follow; 1. The municipal sludge can be composted without the use of bulking agents. 2. The composting of the sole sludge without any additives can be carried out in reduced reaction periods 1 to 2 weeks. 3. The compost sludge can be used as both, the soil conditioner and low-nutrient fertilizer. It contained 35 to 40% moisture, 35 to 45% valatile solids, 1.9 to 2.2% nitrogen, 2.1 to 2.5% phosphorus and 0.18 to 0.22% potassium, and was 7.5 to 8.0 in pH values and 8 to 10 in C/N ratios. 4. The optimum pH values, aeration rates, and moisture contents were 7.5 to 8, approximately 120ℓ/㎥.min and 55 to 60%, respectively.

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