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动水中MABR-生态浮床组合装置净化效果试验研究
引用本文:苑希民,张紫畅,马超,徐奎,孙亚楠.动水中MABR-生态浮床组合装置净化效果试验研究[J].水力发电学报,2020,39(6):62-71.
作者姓名:苑希民  张紫畅  马超  徐奎  孙亚楠
作者单位:天津大学水利工程仿真与安全国家重点实验室,天津300354;天津大学水利工程仿真与安全国家重点实验室,天津300354;天津市滨海新区新村街街道办事处,天津300451
基金项目:水体污染控制与治理科技重大专项
摘    要:为探究生态浮床(EFB)、膜曝气生物膜(MABR)及其组合装置在动水中的净化效果,开展了三种净化装置在不同水动力条件下(2.5 m/h、10 m/h、20 m/h)对水体中NH4+-N、高锰酸盐指数(CODMn)、总磷(TP)和总氮(TN)等4类污染物净化效果的模拟试验研究。试验结果表明:膜曝气生物膜-生态浮床组合装置可显著提高净化效果,对4类污染物的去除率较河水自净试验可分别提高40% ~ 44%、17% ~ 34%、13% ~ 21%和14% ~ 30%;综合考虑4类污染物,组合装置在10 m/h的水动力条件下的净化效果最佳,且组合装置中MABR可起到一定缓冲作用,使水生植物的适用流速范围更广;在模拟试验所采用的水动力条件下,组合装置对4类污染物的净化呈现出不同规律,污染物浓度较高时,组合装置对NH4+-N的净化速率随流速的递增而递增,对CODMn、TP和TN的净化速率在10 m/h的水动力条件下达到最大;试验后期,污染物浓度较低时,组合装置无法正常发挥其高效的净化作用,对4类污染物的净化速率均偏小。

关 键 词:组合装置  净化效果  净化速率  生态浮床  膜曝气生物膜反应器

Study on purification efficiency of integrated device with membrane aeration biofilm reactor and ecological floating bed in flowing water
YUAN Ximin,ZHANG Zichang,MA Chao,XU Kui,SUN Yanan.Study on purification efficiency of integrated device with membrane aeration biofilm reactor and ecological floating bed in flowing water[J].Journal of Hydroelectric Engineering,2020,39(6):62-71.
Authors:YUAN Ximin  ZHANG Zichang  MA Chao  XU Kui  SUN Yanan
Abstract:To explore the effects of ecological floating bed (EFB), a membrane aerated biofilm reactor (MABR), and an integrated device, an experimental study is conducted on their purification efficiency of four types of pollutants–NH4+-N, permanganate index (CODMn), total phosphorus (TP), and total nitrogen (TN) – in water flows with different velocities (2.5, 10 and 20 m/h). The results show that this MABR-EFB integrated device significantly improves purification effect, and its removal rates of the four pollutants are increased by 40% - 44%, 17% - 34%, 13% - 21% and 14% - 30% respectively compared with those of river water self-purification. A comprehensive consideration of all these pollutants indicates that the device performs best under the hydrodynamic condition at the flow velocity of 10m/h, and MABR buffering effect helps widen the flow velocity range applicable to aquatic plants. Under the hydrodynamic conditions tested in our experiment, the device behaves differently in removing different pollutants: in relatively high pollutant concentration, it purification rate increases with the increasing flow velocity for NH4+-N but reaches the maximum at 10 m/h for CODMn, TP and TN; in low concentration in the later stage of the experiment, it has a low purification rate for all the pollutants tested.
Keywords:integrated purification device  purification efficiency  purification rate  ecological floating bed  membrane aerated biofilm reactor  
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