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小球藻在低光强条件下对厌氧二沉出水的抛光作用。

Polishing of anaerobic secondary effluent by Chlorella vulgaris under low light intensity.

机构信息

Water Desalination and Reuse Center, Division of Biological and Environmental Science and Engineering, King Abdullah University of Science and Technology, Thuwal 23955-6900, Saudi Arabia.

Water Desalination and Reuse Center, Division of Biological and Environmental Science and Engineering, King Abdullah University of Science and Technology, Thuwal 23955-6900, Saudi Arabia.

出版信息

Bioresour Technol. 2017 Oct;241:360-368. doi: 10.1016/j.biortech.2017.05.149. Epub 2017 May 26.

Abstract

To investigate anaerobic secondary effluent polishing by microalgae (Chlorella vulgaris) under low light intensity (14μmol/m/s), bubbling column reactors were operated in batches of 8 d with initial ammonium nitrogen 10-50mg/L, initial phosphate phosphorus 2-10mg/L and microalgal seed 40mg/L. Maximum microalgal biomass and minimum generation time were 370.9mg/L and 2.5d, respectively. Nitrogen removal (maximum 99.6%) was mainly attributed to microalgal growth rate, while phosphorus removal (maximum 49.8%) was related to microalgal growth rate, cell phosphorus content (maximum 1.5%) and initial nutrients ratio. Dissolved microalgal organics release in terms of chemical oxygen demand (maximum 63.2mg/L) and hexane extractable material (i.e., oil and grease, maximum 8.5mg/L) was firstly reported and mainly affected by nitrogen deficiency and deteriorated effluent quality. Ultrafiltration critical flux (16.6-39.5L/m/h) showed negative linear correlation to microalgal biomass. Anaerobic membrane bioreactor effluent polishing showed similar results with slight inhibition to synthetic effluent.

摘要

为了研究低光照强度(14μmol/m/s)下微藻(普通小球藻)对厌氧二级出水的深度处理效果,采用 8d 为一个批次的鼓泡柱反应器进行分批实验,进水氨氮为 10-50mg/L,初始磷浓度为 2-10mg/L,接种藻类浓度为 40mg/L。最大藻细胞生物量和最短世代时间分别为 370.9mg/L 和 2.5d。氮的去除(最高 99.6%)主要归因于微藻的生长速率,而磷的去除(最高 49.8%)与微藻的生长速率、细胞磷含量(最高 1.5%)和初始营养物比例有关。首次报道了以化学需氧量(最高 63.2mg/L)和正己烷可提取物质(即油和油脂,最高 8.5mg/L)形式释放的溶解态微藻有机物,这主要受到氮素缺乏和出水水质恶化的影响。超滤临界通量(16.6-39.5L/m/h)与微藻生物量呈负线性相关。厌氧膜生物反应器出水深度处理也表现出相似的结果,对合成废水有轻微抑制作用。

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