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优化基于硫化物的自养反硝化(SOAD)污泥的颗粒化:反应器构型和混合方式。

Optimizing granulation of a sulfide-based autotrophic denitrification (SOAD) sludge: Reactor configuration and mixing mode.

机构信息

School of Environmental Science and Engineering, Huazhong University of Science and Technology (HUST), Key Laboratory of Water and Wastewater Treatment (HUST), MOHURD, Wuhan 430074, China.

Department of Civil and Environmental Engineering, Faculty of Science and Technology, University of Macau, Macau, China.

出版信息

Sci Total Environ. 2021 Jan 1;750:141626. doi: 10.1016/j.scitotenv.2020.141626. Epub 2020 Aug 15.

Abstract

Challenges such as long-term cultivation and sludge floatation are common in flocculent sulfide-oxidizing autotrophic denitrification (SOAD) systems. The present study aims to optimize the granulation of SOAD sludge by mainly adjusting the reactor configuration and mixing mode. Three liquid-lift upflow reactors viz. a reactor equipped with a three-phase separator (Reactor A), a modified version of Reactor A equipped with a hydraulic regulator (Reactor B), and a reactor with a mounted baffle and intermittent mechanical mixing (Reactor C). These reactors were operated for more than 160 days. The results showed that dense and compact granules with 200 μm of diameter developed within 40 days and gradually increased to approximately 400 μm in Reactor C, which had a volatile suspended solids (VSS) concentration of 7500 mg VSS/L of sludge concentration; this Reactor C was also subject to modified reactor configuration and operating conditions. In comparison, filamentous granules formed in Reactor A due to a low substrate loading and granules formed in Reactor B but with significant biomass loss caused by sludge flotation. Both of the reactors only have ≤1000 mg VSS/L VS 7500 mg VSS/L in Reactor C. Also, Reactor C having 0.77 h of hydraulic retention time (HRT) and 0.94 kgNO-N/m d & 1.87 kgS-S/m d of nitrogen and sulfide loading rate, respectively, showed a better performance in terms of nitrate removal (89%) and sulfur conversion (above 70%) due to its enrichment by the typical autotrophic denitrifiers (39.0% of Thiobacillus, 22.4% of Sulfurimonas) in the granules. Our findings provide a method to optimize the design and operation of granulation reactors that can be extended to similar processes treating organic-deficient wastewaters.

摘要

在絮状硫化物氧化自养反硝化(SOAD)系统中,长期培养和污泥浮升等挑战较为常见。本研究旨在通过主要调整反应器构型和混合模式来优化 SOAD 污泥的颗粒化。三个升流式液体提升反应器,即装有三相分离器的反应器(Reactor A)、装有水力调节器的 Reactor A 的改进型(Reactor B)以及装有挡板和间歇机械混合的反应器(Reactor C)。这些反应器的运行时间超过 160 天。结果表明,在 Reactor C 中,40 天内形成了直径为 200 μm 的致密和紧凑颗粒,并逐渐增加到约 400 μm,该反应器的挥发性悬浮固体(VSS)浓度为 7500 mg VSS/L 污泥浓度;该 Reactor C 还受到了改进的反应器构型和操作条件的影响。相比之下,由于底物负荷低,在 Reactor A 中形成丝状颗粒,在 Reactor B 中形成颗粒,但由于污泥浮升导致生物量大量损失。这两个反应器的 VSS 浓度均≤1000 mg VSS/L,而 Reactor C 中的 VSS 浓度为 7500 mg VSS/L。此外,Reactor C 的水力停留时间(HRT)为 0.77 h,氮和硫化物负荷分别为 0.94 kgNO-N/m d 和 1.87 kgS-S/m d,具有更好的硝酸盐去除效果(89%)和硫转化效果(超过 70%),这是由于颗粒中典型的自养脱氮菌(39.0%的硫杆菌和 22.4%的硫单胞菌)的富集所致。我们的研究结果为优化颗粒化反应器的设计和运行提供了一种方法,该方法可扩展到处理有机缺乏废水的类似工艺中。

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