J. B. Butler, I. B. Budiarsa Suyasa, I. Negara
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摘要

屠宰场产生的废水有机物含量高,对水体和周围环境有污染作用。屠宰场废水的处理可以通过利用微生物和氯化作用进行生物处理,即生物过滤。污水处理方面的工作继续得到发展。本研究旨在确定好氧固定床反应器(AFBR)与浮石介质结合氯化处理的生物过滤处理技术对降低COD、BOD、TSS、氨和大肠菌群水平的有效性。所采用的方法是在浮石上使用种子的生物膜,其中添加或不添加活性悬浮液,曝气系统处理随时间变化,添加氯随活性氯剂量变化。结果表明,在该工艺中添加活性悬浮液产生的生物膜效果最好,并能有效降低COD、BOD、TSS和氨的水平。COD的最佳还原时间为第36小时81.60 mg/L,效率为57.45%,BOD的最佳还原时间为24.67 mg/L,效率为65.74%,TSS的最佳还原时间为第42小时54.0 mg/L,效率为85.66%,氨的最佳还原时间为1.5539 mg/L,效率为88.29%。AFBR处理后的氯化处理使大肠菌群数量从1100 MPN/100 mL减少到0 MPN/100 mL,效率为100%。氯化工艺的最佳氯用量为165 ppm,氯残留量为28.80 mg/L。因此,在AFBR上处理36-42小时,然后以165 ppm的氯剂量进行氯化处理,在降低屠宰场废水中的COD、BOD、TSS、氨和大肠菌群水平方面相对有效。关键词:氨,生物过滤,氯化,大肠菌群
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PENURUNAN COD, BOD, TSS, AMONIA DAN KOLIFORM AIR LIMBAH RUMAH POTONG HEWAN DENGAN BIOFILTER AEROBIC FIXED-BED REACTOR DAN KLORINASI
Slaughterhouses produce wastewater containing high organic matter, which has the effect of polluting water and the surrounding environment. Slaughterhouse wastewater treatment can be done biologically, namely biofiltration, by utilizing microorganisms and chlorination. Efforts in wastewater treatment continue to be developed. This study aimed to determine the effectiveness of biofiltration processing techniques with an Aerobic Fixed-Bed Reactor (AFBR) with pumice stone media combined with chlorination to reduce the levels of COD, BOD, TSS, ammonia, and coliform bacteria. The method applied was to use biofilms from the seedings on pumice with variations of with or without the addition of active suspension, aeration system treatment with time variations, and the addition of chlorine with variations of active chlorine doses. The results showed that the addition of active suspension in the process produced the best biofilm, and was effective in reducing the levels of COD, BOD, TSS, and ammonia. The best reduction of COD levels was at the 36th hour at 81.60 mg/L with an efficiency of 57.45%, BOD at the 36th hour was 24.67 mg/L with an efficiency of 65.74%, TSS at the 42nd hour was 54.0 mg/L with an efficiency of 85.66%, and ammonia at the 42nd hour of 1.5539 mg/L with an efficiency of 88.29%. Chlorination after the treatment with AFBR resulted in a decreased number of coliform bacteria from 1,100 MPN/100 mL to 0 MPN/100 mL with 100% efficiency. The chlorination process resulted in the optimum chlorine dose of 165 ppm with a chlorine residual of 28.80 mg/L. Thus, the treatment for 36-42 hours on AFBR followed by chlorination with a chlorine dose of 165 ppm was relatively effective in reducing COD, BOD, TSS, ammonia, and coliform levels of bacteria in slaughterhouses wastewater. Keywords: ammonia, biofiltration, chlorination, coliform.
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