...
首页> 外文期刊>Desalination and water treatment >Contribution to biological treatment of dairy effluent by sequencing batch reactor (SBR)
【24h】

Contribution to biological treatment of dairy effluent by sequencing batch reactor (SBR)

机译:测序分批反应器(SBR)对乳制品废水的生物处理做出了贡献

获取原文
获取原文并翻译 | 示例
           

摘要

The treatment of dairy effluent, strongly loaded with biodegradable matter, can help protect the environment, when the purified water will be used for irrigation and the sludge produced valorized through agricultural use. The purpose of this study was to investigate the removal of organic matter (as COD) from synthetic dairy wastewater in a sequencing batch reactor which depends on three main factors: aeration time; volume load (VL), and organic loading (OL). Results show that whether the COD of the effluent to be treated varies from 220 to 7000 mg O_2/l, the COD of the treated effluent is reduced when aeration time increases. For low COD levels, below 2640 mg O_2/l, 20 h of aeration time appears to be an optimum value ensuring an effluent composition very much in line with the discharge standards (≈120 mg O_2/l). For higher applied organic loads, up to 7000 mg O_2/l, the aeration time required is longer. Thus, it takes 48 h to reduce 7000 mg O_2/l to a value hardly consistent with the discharge standards. The nature of the sludge produced (filaments) and the settling time limit the process performance. It is also noted that the COD removal efficiency depends more on the VL values than on the applied OL. For VL values ranging from 0.130 to 4.36 kg COD/m~3/d and OL values between 0.08 and 3.46 kg COD/kg MLVSS/d, performance is inversely proportional to the applied loads and varies roughly from 65 to 96% for VL and from 90 to 99% for OL.
机译:当将纯净水用于灌溉并且将污泥通过农业用途进行增值处理时,处理富含生物可降解物质的乳制品废水可以帮助保护环境。这项研究的目的是研究在顺序分批反应器中从合成乳制品废水中去除有机物(COD)的方法,这取决于三个主要因素:曝气时间;体积负荷(VL)和有机负荷(OL)。结果表明,待处理废水的COD是否在220至7000 mg O_2 / l之间变化,随着曝气时间的增加,已处理废水的COD会降低。对于低COD水平(低于2640 mg O_2 / l),通气时间20 h似乎是一个最佳值,可确保废水成分非常符合排放标准(≈120mg O_2 / l)。对于更高的施加有机负荷(最高7000 mg O_2 / l),所需的通气时间更长。因此,需要48小时才能将7000 mg O_2 / l降低到几乎与排放标准不一致的值。产生的污泥(细丝)的性质和沉降时间限制了工艺性能。还应注意,COD去除效率更多地取决于VL值,而不是所施加的OL。对于VL值介于0.130至4.36 kg COD / m〜3 / d之间以及OL值介于0.08至3.46 kg COD / kg MLVSS / d之间时,性能与所施加的负载成反比,并且对于VL和VL值,其性能大约在65%至96%之间变化。从OL的90%到99%。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号