Treatment of primary settled municipal wastewater in a pilot scale MBR

被引:2
作者
Iglesias-Obelleiro, Angela [1 ]
Fernandez-Gonzalez, Roberto [2 ]
Manuel Garrido-Fernandez, Juan [1 ]
机构
[1] Univ Santiago de Compostela, Dept Chem Engn, Santiago De Compostela 15782, Spain
[2] Aqualia FCC Grp, Vigo 36204, Pontevedra, Spain
关键词
Low-strength wastewater; Membrane bioreactor; Primary wastewater; Water reuse; Hollow fibre; WWTP upgrading; MEMBRANE BIOREACTORS; REMOVAL; MARKET;
D O I
10.1080/19443994.2012.691711
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
Membrane bioreactors (MBRs) technology shows many advantages that convert it into an attractive solution for upgrading existent wastewater treatment plants (WWTP). The aim of this study was to investigate the feasibility of applying an MBR for treating primary settled wastewater in large WWTPs. In the 400,000 inhabitants equivalent WWTP of Vigo (NW Spain), 174,000 m(3) d(-1) of wastewater receives primary treatment, whereas only 130,000 m(3) d(-1) receives secondary treatment. In this facility, land scarcity is an issue, thus, the conventional activated sludge system (CAS) used may be replaced by MBR to retrofit this WWTP. This study was carried out in an MBR pilot plant of 3.97 m(3) effective volume using a modified University of Cape Town (UCT) process with a Zenon ZW500d membrane module operating at low HRT (4-7 h). During the experimental stage, permeability values ranged from 90 to 125 l h(-1) m(-2) bar(-1), with fluxes between 20-23 l m(-2) h(-1). Only three maintenance cleanings were applied during the 286 experimental days. Total COD values of the used wastewater were 50-350 mg l(-1). Good performance in COD and BOD5 removal was achieved, being 15 +/- 7 mg l(-1) and 5 +/- 3 mg l(-1), respectively. Nitrogen removal efficiency was limited (40-60%), due to the low COD/N ratio in the influent. Primary settling protects MBR against membrane clogging and gives robustness to this technology.
引用
收藏
页码:197 / 204
页数:8
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