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Treatment of Acetone Waste Gases Using Slurry-Phase Airlift Embedded with Polyacrylamide-Entrapped Cell Beads

机译:嵌有聚丙烯酰胺包裹的细胞微珠的浆相气浮法处理丙酮废气

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摘要

Acetone is the most common chemical used in the Hsinchu Science Park in Taiwan. The three-phase airlift biore-actor was designed to absorb acetone into the 39 L of medium solution and then degraded by 2-L polyacryl-amide (PAA)-entrapped Thiosphaera pantotropha cell beads. The airlift medium was successfully regenerated and circulated for more than 5 months. The elimination capacity of 350-part per million (ppm) acetone at 10 L-min~(-1) was 258.4 g·m~(-3)hr~(-1) (160.4 g-C-m~(-3)hr~(-1)) with 100% removal efficiency in Stage II, higher than previously reported biofiltration results. The maximum chemical oxygen demand: nitrogen ratio of 100:2.9 is achieved, and a balanced nutrient state was indicated by the change in redox potential. The pH of the system was maintained at neutral because of the strong buffer agent added tornthe medium (final buffer intensity, β = 1.18 × 10~(-2) M). The PAA-entrapped cell beads could also provide a good barrier for high salinity gradient environment and the inoculum source to maintain steady operation of the system.
机译:丙酮是台湾新竹科学园区最常用的化学物质。三相空运生物反应器设计用于将丙酮吸收到39 L的中等浓度溶液中,然后被2-L聚丙烯酰胺(PAA)包裹的Thiosphaera pantotropha细胞珠降解。空运介质已成功再生并循环了5个月以上。在10 L-min〜(-1)下,百万分之350的丙酮的清除能力为258.4 g·m〜(-3)hr〜(-1)(160.4 gCm〜(-3)hr〜( -1))在第二阶段的去除效率为100%,高于先前报道的生物过滤结果。实现了最大的化学需氧量:氮比为100:2.9,并且氧化还原电势的变化表明营养状态处于平衡状态。由于将强缓冲剂添加到培养基中(最终缓冲液强度,β= 1.18×10〜(-2)M),系统的pH值保持在中性。捕获有PAA的细胞珠还可以为高盐度梯度环境和接种源提供良好的屏障,以维持系统的稳定运行。

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  • 来源
    《Journal of the air & waste management association》 |2009年第10期|1230-1238|共9页
  • 作者单位

    Department of Civil Engineering, Chung Hua University, Hsinchu City, Taiwan, Republic of China;

    Energy and Environment Laboratories, Industrial Technology Research Institute, Hsinchu City, Taiwan, Republic of China;

    Department of Civil Engineering, Chung Hua University, Hsinchu City, Taiwan, Republic of China;

    Department of Chemical Engineering, Tsing Hua University, Hsinchu City, Taiwan, Republic of China;

    Department of Civil Engineering, Chung Hua University, Hsinchu City, Taiwan, Republic of China;

    Department of Civil Engineering, Chung Hua University, Hsinchu City, Taiwan, Republic of China;

    Department of Civil Engineering, Chung Hua University, Hsinchu City, Taiwan, Republic of China;

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