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首页> 外文期刊>Chemosphere >AIS/CESIO Environmental Surfactant Monitoring Programme. Part 1: LAS Monitoring study in 'de Meern' sewage treatment plant and receiving river 'Leidsche Rijn'
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AIS/CESIO Environmental Surfactant Monitoring Programme. Part 1: LAS Monitoring study in 'de Meern' sewage treatment plant and receiving river 'Leidsche Rijn'

机译:AIS / CESIO环境表面活性剂监测计划。第1部分:“ de Meern”污水处理厂和接收河流“ Leidsche Rijn”的LAS监测研究

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This manuscript reports on the outcome of a 7-day pilot monitoring study on the anionic surfactant linear alkyl benzene sulfonate (LAS) at the "de Meern" municipal sewage treatment plant. The receiving surface water, the Leidsche Rijn is a straight river - about 20 m wide and 1.5m deep - and dilutes the sewage discharge by a factor 3. The monitoring study illustrates an effective removal of LAS of 99.9% during dry weather and normal operating conditions. The LAS concentrations in daily composite raw sewage samples varied between 3.1 and 7.2 mg/L, with corresponding effluent concentrations generally under the analytical detection limit of 8.1 ug/L. During this same period, total LAS concentrations in the river varied between < 2.1 ug/L (detection limit) and 2.9 ug/L in samples taken above the sewage outfall and between <2.1 ug/L and 7.1 ug/L for samples taken below the sewage outfall. Malfunctioning of the primary settler during heavy rainfall conditions, resulted in throughput of primary sludge particles to the aeration tank. The removal of LAS, BOD, SS, and TOC decreased significantly during this period, resulting in higher effluent concentrations. In addition, analyses of river samples taken during and after the rainfall indicated the presence of a sewage overflow which was discharged upstream of the sewage treatment plant outfall.
机译:该手稿报告了在“ de Meern”市政污水处理厂进行的为期7天的阴离子表面活性剂线性烷基苯磺酸盐(LAS)的初步试验研究的结果。接收的地表水Leidsche Rijn是一条直河,宽约20 m,深1.5m,将污水排放量稀释了3倍。监测研究表明,在干燥天气和正常运行期间,有效去除了99.9%的LAS条件。日常复合原污水样品中的LAS浓度在3.1至7.2 mg / L之间变化,相应的废水浓度通常在8.1 ug / L的分析检出限以下。在同一时期,在污水排污口以上取样的河流中总LAS浓度在<2.1 ug / L(检出限)至2.9 ug / L之间,而在低于排污口的取样中在<2.1 ug / L至7.1 ug / L之间变化。排污口。在暴雨条件下,主要沉降器发生故障,导致主要污泥颗粒通向曝气池。在此期间,LAS,BOD,SS和TOC的去除量显着下降,导致废水浓度更高。此外,对降雨期间和之后采集的河流样本的分析表明,存在污水溢流,该溢流被排放到污水处理厂排污口的上游。

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