PERFORMANCE OF BUBBLE COLUMN BIOREACTOR TO PRODUCE LIQUID ORGANIC FERTILIZER (LOF) FROM COW URINE AND SLURRY ORGANIC WASTE

IF 0.6 Q3 ENGINEERING, MULTIDISCIPLINARY
Y. Setiyo, B. A. Harsojuwono, Ida Bagus Wayan Gunam, Ida Bagus Putu Gunadnya, I. G. N. Apriadi Aviantara, I. G. A. Lani Triani
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引用次数: 0

Abstract

This research aimed to evaluate the effectiveness of various diffusers in a bioreactor for producing liquid organic fertilizer (LOF) using cow urine and slurry organic waste as materials. LOF was produced by treating the organic waste with Urine-Single Orifice Diffuser (USOD), Urine-Coarse Bubble Diffuser (UCBD), Urine-Fine Bubble Diffuser (UFBD), Slurry-Single Orifice Diffuser (SSOD), Slurry-Coarse Bubble Diffuser (SCBD), and Slurry-Fine Bubble Diffuser (SFBD) in a bioreactor equipped with a water pump and an external aerator unit. The pump circulated and agitated the biomass at a discharge of 10 L/min. Meanwhile, the external aerator unit pumped air into the bioreactor, which the biomass absorbed at a discharge of 45 L/min. The discharge of biomass and water also caused agitation of the fermented biomass. Several variables were observed during the fermentation process, including temperature, acidity (pH), total dissolved solids (TDS), C/N ratio, electrical conductivity (EC), biological oxygen demand (BOD), microbial population, cation exchange capacity (CEC), and other chemical properties. LOF produced had a pH, temperature, total organic matter content, EC, TDS, BOD, microbial population, and CEC values of 6.3–6.8, 28.0–37.0°C, 20.77–22.46%, 54630–62369.24 µmS, 7543–11700 ppm, 1.2–2.6 mg/L, 3.2–7.5 log CFU, 12.3–14.1, and 29.98 me/100 g, respectively. The macro and micro nutrient contents of bio-urine were 12.72–12.96%, and 3.09–3.25%. Meanwhile, those of the bio-slurry were 12.35–12.99% and 2.39–2.72%. These characteristics of LOF were in accordance with the Indonesian National Standard (SNI).
泡塔生物反应器利用牛尿和牛浆有机废物生产液体有机肥的性能研究
本研究旨在评估生物反应器中各种扩散器以牛尿和浆状有机废物为材料生产液体有机肥料(LOF)的有效性。LOF是通过在配备有水泵和外部曝气装置的生物反应器中用尿液单孔扩散器(USOD)、尿液粗泡扩散器(UCBD)、尿液细泡扩散器(UFBD)、浆液单孔漫射器(SSOD)、浆液粗泡漫射器(SCBD)和浆液细泡漫射器处理有机废物而产生的。泵以10L/min的排放量循环并搅拌生物质。同时,外部曝气装置将空气泵入生物反应器,生物量以45L/min的流量被吸收。生物质和水的排放也引起发酵生物质的搅动。在发酵过程中观察到了几个变量,包括温度、酸度(pH)、总溶解固体(TDS)、C/N比、电导率(EC)、生物需氧量(BOD)、微生物种群、阳离子交换容量(CEC)和其他化学性质。产生的LOF的pH值、温度、总有机物含量、EC、TDS、BOD、微生物种群和CEC值分别为6.3–6.8、28.0–37.0°C、20.77–22.46%、54630–62369.24µmS、7543–11700 ppm、1.2–2.6 mg/L、3.2–7.5 log CFU、12.3–14.1和29.98 me/100 g。生物尿液的宏、微量营养成分含量分别为12.72~12.96%和3.09~3.25%,生物浆液的宏、微观营养成分含量为12.35~12.99%和2.39~2.72%,LOF符合印尼国家标准。
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来源期刊
Jurnal Teknologi-Sciences & Engineering
Jurnal Teknologi-Sciences & Engineering ENGINEERING, MULTIDISCIPLINARY-
CiteScore
1.30
自引率
0.00%
发文量
96
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