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Catalytic ozonation of bio-treated coking wastewater in continuous pilot- and full-scale system: Efficiency, catalyst deactivation and in-situ regeneration.
Water Research ( IF 12.8 ) Pub Date : 2020-06-29 , DOI: 10.1016/j.watres.2020.116090
Can He 1 , Jianbing Wang 1 , Chunrong Wang 2 , Chunhui Zhang 2 , Pin Hou 2 , Xieyang Xu 2
Affiliation  

In this study, the performance of catalytic ozonation in the treatment of bio-treated coking wastewater (BCW) using pilot- and full-scale systems was investigated. Additionally, the removal efficiency of organic pollutants from BCW, the deactivation mechanism of MnxCe1-xO2/γ-Al2O3, and backflushing optimization for in-situ catalyst regeneration, which have not been previously investigated, were analysed. Results of the 12-month pilot scale experiments showed that catalytic ozonation resulted in the effective removal of organic pollutants when backflushing was applied as an in-situ catalyst regeneration strategy. The effluent chemical oxygen demand (COD) content decreased from 150 to 78 mg L−1, and remained below a discharge limitation of 80 mg L−1, and the stable COD removal efficiencies (from 56.0% to 47.9%) indicated that catalyst deactivation, which primarily resulted from the deposition of inorganic salts on the surface of the catalyst that limited interaction between ozone and active sites and/or prevented electrons transfer, was primarily inhibited by backflushing. The catalyst regeneration via in-situ air- and water-backflushing was attributed to the scrubbing, collision, and/or the loosing effect. Additionally, in the full-scale experiment, the catalytic ozonation process with in-situ alternative backflushing exhibited a stable COD removal efficiency (above 45.6%) for 885 days when water- and air-flushing strengths of 10 L m−2 s−1 and 15 L m−2 s−1, respectively, were applied with a 7-day regeneration interval. Therefore, the results of this study provide new insights into catalytic ozonation and support its engineering application in BCW treatment.



中文翻译:

连续中试和大规模系统中生物处理焦化废水的催化臭氧氧化:效率,催化剂失活和原位再生。

在这项研究中,研究了使用中试和全规模系统催化臭氧氧化处理生物处理焦化废水(BCW)的性能。此外,从BCW有机污染物的去除效率,将Mn的失活机理X的Ce 1-x Ò 2 /γ-Al系2 ö 3,和用于原位催化剂再生,其先前尚未研究反冲优化,进行了分析。12个月的中试规模实验结果表明,当将反吹法用作原位催化剂再生策略时,催化臭氧氧化可有效去除有机污染物。废水化学需氧量(COD)从150降至78 mg L -1,并保持在80 mg L -1以下的排放极限以下,稳定的COD去除效率(从56.0%至47.9%)表明催化剂失活,这主要是由于无机盐在催化剂表面的沉积所致。反冲洗主要抑制了臭氧与活性位之间的相互作用和/或阻止了电子转移。通过原位空气和水反吹进行的催化剂再生归因于洗涤,碰撞和/或松动效果。此外,在大规模实验中,当水和空气冲洗强度为10 L m -2  s -1时,在原位交替进行反冲洗的催化臭氧化工艺在885天内表现出稳定的COD去除效率(高于45.6%)。分别以7天的再生间隔施用15 L m -2  s -1和15 L m -2 s -1。因此,本研究结果为催化臭氧化提供了新的见识,并支持其在BCW处理中的工程应用。

更新日期:2020-07-07
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