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dc.contributor.authorYiting Xie
dc.contributor.authorYongbing Huang
dc.contributor.authorJiayun Huang
dc.contributor.authorYao Li
dc.contributor.authorMengmeng Yan
dc.contributor.authorShaobo Yu
dc.date.accessioned2022-01-30T21:34:52Z
dc.date.available2022-01-30T21:34:52Z
dc.date.issued11/1/2020 12:00:00 AM
dc.identifier.other%28ASCE%29EE.1943-7870.0001778.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4268472
dc.description.abstractThis test represents a water quality improvement exemplary project in relation to a tributary section of the Maozhou River located within the Bao’an District, Shenzhen, China. It uses in situ pollution control, aeration, and biofilm combined technologies to treat black and odorous water in situ. Three kinds of aeration equipment are used in the test project: a micronano aerator, push-flow aerator, and jet aerator. The operation results show that the micronano aerator is better than the push-flow aerator, and the push-flow aerator is better than the jet aerator. Three biological fillers were used in the test project: carbon fiber grass, AquaMats ecobase, and biological ribbon. The operation results show that the carbon fiber grass is better than the AquaMats ecobase, and the AquaMats ecobase is better than the biological ribbon. After processing, it was found out that the later transparency, dissolved oxygen (DO), oxidation-reduction potential (ORP), Ammonia nitrogen content index (NH3-N), dichromate oxidizability (CODcr), and biochemical oxygen demand (BOD5) all could comply with the requirements of treatment, indicating that the combined technology is practically viable. The combination technology can provide valuable reference for the treatment of urban black and odorous water.
dc.publisherASCE
dc.titleDemonstration Research on the Combined Technology of Aeration and Biofilm in the In Situ Treatment of Black Smelly Water
dc.typeJournal Paper
dc.journal.volume146
dc.journal.issue11
dc.journal.titleJournal of Environmental Engineering
dc.identifier.doi10.1061/(ASCE)EE.1943-7870.0001778
dc.page10
dc.treeJournal of Environmental Engineering:;2020:;Volume ( 146 ):;issue: 011
dc.contenttypeFulltext


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