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新型混合生物膜工艺提高活性污泥的营养物去除性能。

Enhancement of nutrient removal performance of activated sludge with a novel hybrid biofilm process.

机构信息

Ministry of Environment and Urban Planning of Turkey, Ankara, Turkey.

Environmental Engineering Department, Civil Engineering Faculty, Istanbul Technical University, 34469, Istanbul, Maslak, Turkey.

出版信息

Bioprocess Biosyst Eng. 2019 Mar;42(3):379-390. doi: 10.1007/s00449-018-2042-9. Epub 2018 Nov 19.

Abstract

The aim of this study was to investigate the efficacy of a hybrid biofilm pilot-scale treatment plant, designed with a novel configuration by the integration of a fixed-film system, to improve nitrogen removal. The pilot-scale system was established at a wastewater treatment plant in Istanbul and operated based on stream separation following a process consisting of Bio-P and primary sedimentation units in which carbonaceous compounds were entrapped/incorporated in settled biomass. The ammonia-rich supernatant was directed to a moving bed biofilm (MBBR) nitrification tank to obtain an efficient nitrification with the reduced organic loading after the primary sedimentation. The conventional activated sludge process, for which the net specific growth rate ([Formula: see text]) was measured to be 0.26 day at 15 °C, exhibited a low nitrification capacity. However, the pilot-scale hybrid biofilm system secured nitrification performance up to 1.8 gN/m/day ammonia loading, providing a competitive advantage over the conventional single sludge systems. The proposed hybrid configuration enables removal efficiencies of 80% and 85% for total nitrogen and phosphorus. It was possible to entrap organic matter by mixing 30% of return activated sludge (RAS) with raw wastewater. Simulation-based design study showed that the use of the hybrid biofilm system reduces the environmental footprint and aeration requirement of the nutrient removal by about 50% and 19%, respectively. Economic analyses highlighting the benefit of hybrid biofilm over conventional BNR system are illustrated.

摘要

本研究旨在探究一种混合生物膜中试处理厂的效能,该处理厂采用新型设计,通过固定膜系统的集成,改善脱氮效果。该中试系统在伊斯坦布尔的一家污水处理厂建立,根据工艺分为生物磷和一级沉淀单元,运行时采用分流方法,其中碳化合物被截留/合并到沉降生物量中。富含氨的上清液被输送到移动床生物膜(MBBR)硝化罐,在一级沉淀后,有机负荷降低,实现高效硝化。传统活性污泥工艺的净比生长速率 ([Formula: see text]) 在 15°C 时为 0.26 天,硝化能力较低。然而,中试混合生物膜系统可保证高达 1.8 gN/m/d 氨负荷的硝化性能,比传统的单污泥系统具有竞争优势。所提出的混合配置可实现总氮和总磷 80%和 85%的去除效率。通过将 30%的回流活性污泥 (RAS) 与原废水混合,可以实现有机物的截留。基于模拟的设计研究表明,混合生物膜系统可分别减少约 50%和 19%的营养物去除的环境足迹和曝气需求。本文还展示了混合生物膜相对于传统 BNR 系统的经济性优势。

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