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When effluent was used as the carbon source, the visual phosphorus release amount was only 0.83 mg L-1 after standing for 24 hours and the actual phosphorus release amount was 17.98 mg L-1. These conclusions can provide technical support for the optimization of phosphorus removal in sewage treatment plants.The aim of this study was to provide technical means and data support for enhancing the filtration pretreatment capacity of a recirculating aquaculture system. A continuous flow electrocoagulation (EC)-filtration system was designed an
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