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好的,我会将这段英文翻译为简体中文: 为改善沉淀性能而对活性污泥进行密实化:批式柱状实验特性研究与模型参数标定。

Densification of activated sludge for better settling performances: experimental characterization in batch column and model parameters calibration.

机构信息

SUEZ Infrastructures de Traitement, Tour CB 21-16, place de l'Iris, Paris-la-Défense Cedex F-92040, France.

Université de Strasbourg, CNRS, ENGEES, ICube UMR 7357, Strasbourg F-67000, France E-mail:

出版信息

Water Sci Technol. 2022 Jul;86(1):110-127. doi: 10.2166/wst.2022.192.

Abstract

Conventional activated sludge (CAS) and densified sludge obtained using hydro-cyclone selective wasting were compared at a full-scale water resources recovery facility. The densified tested sludge, containing around 30-50% of aerobic granules, showed enhanced settleability with low and stable sludge volume index (SVI) compared to CAS, which suffered recurrent filamentous bulking. Further in-depth batch settling tests were carried out using a 40 cm diameter column fitted with ultrasonic transducers to monitor both sludge blanket height and vertical velocity profiles. Hindered settling and compression parameters were calibrated from the experiment for latter modelling use. Test sludge displayed more than doubled settling velocities compared to CAS, with hindered settling velocities remaining >3 m·h even at high solids concentrations of 6.85 g·L. The compression regime was attained at much higher critical concentration for the test sludge. It also displayed enhanced thickening properties, with concentrations obtained after 30 min of settling being 20.9 and 8.5 g·L respectively for test and control sludge. This allows for a substantial reduction of recirculation rates in practice. These results open perspectives in optimizing existing plant operation as well as clarifier design and modelling using densified sludge.

摘要

在一个大型水资源回收设施中,对比了传统活性污泥(CAS)和使用水力旋流器选择性浪费获得的浓缩污泥。浓缩测试的污泥中含有 30-50%的好氧颗粒,与经常发生丝状菌膨胀的 CAS 相比,其沉降性能得到了增强,污泥体积指数(SVI)低且稳定。进一步使用配备超声波传感器的 40 厘米直径柱进行了深入的批量沉降试验,以监测污泥层高度和垂直速度分布。从实验中校准了干扰沉降和压缩参数,以便以后进行建模。与 CAS 相比,测试污泥的沉降速度提高了一倍以上,即使在 6.85 g·L 的高固体浓度下,干扰沉降速度仍保持在>3 m·h。对于测试污泥,达到压缩区所需的临界浓度要高得多。它还显示出增强的增稠特性,测试和对照污泥在 30 分钟的沉降后分别获得了 20.9 和 8.5 g·L 的浓度。这允许在实践中大大降低循环率。这些结果为优化现有工厂操作以及使用浓缩污泥进行澄清器设计和建模提供了前景。

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