A promising approach of reject water treatment using a tidal flow constructed wetland system employing alum sludge as main substrate

被引:27
|
作者
Yang, Y. [1 ]
Zhao, Y. Q. [2 ]
Wang, S. P. [3 ]
Guo, X. C. [1 ]
Ren, Y. X. [1 ]
Wang, L. [1 ]
Wang, X. C. [1 ]
机构
[1] Xian Univ Architecture & Technol, Sch Environm & Municipal Engn, Xian 710055, Peoples R China
[2] Univ Coll Dublin, Ctr Water Resources Res, Sch Architecture Landscape & Civil Engn, Dublin 4, Ireland
[3] Xian Municipal Engn Design & Res Inst, Xian 710068, Peoples R China
基金
中国国家自然科学基金;
关键词
alum sludge; constructed wetland; nutrient control; reject water; reuse; wastewater treatment plant; NITROGEN REMOVAL; NUTRIENT REMOVAL; PILOT;
D O I
10.2166/wst.2011.575
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This study examined a novel reuse of alum sludge, an inescapable by-product of drinking water treatment process when aluminium salt is added as a coagulant, as the main medium in a laboratory-scale multi-stage constructed wetland (CW) system for reject water treatment. Such reject water is a main concern in municipal wastewater treatment plant (MWWTP) for increasing the organic and nutrient loading. A 'tidal flow' strategy was employed to enhance the wetland aeration to stimulate organic matters (OM) and ammoniacal-nitrogen (N) oxidation while the 'step feed' operation was adopted to supply the necessary amount of carbon source for denitrification. The results reveal that alum sludge acting as P adsorbent can secure the P removal. Meanwhile, high removals of N and OM can also be obtained due to the active bacteria growth on the alum sludge surface. The results show that average removal efficiencies of 65.4 +/- 12.3% for chemical oxygen demand (COD), 67.8 +/- 9.2% for five-day biochemical oxygen demand (BOD5), 33.6 +/- 17.0% for N and 99.5 +/- 0.49% for P can be achieved over a period of 190 days. This indicates that novel reuse of alum sludge as medium in CW system can provide a promising approach for reject water treatment. Therefore, it will significantly reduce the amount of pollutant feedback through reject water recycling in a MWWTP.
引用
收藏
页码:2367 / 2373
页数:7
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