Response surface methodology for optimization of simultaneous COD, NH4+-N and Mn2+ removal from drinking water by biological aerated filter

被引:92
作者
Abu Hasan, Hassimi [1 ]
Abdullah, Siti Rozaimah Sheikh [1 ]
Kamarudin, Siti Kartom [1 ]
Kofli, Noorhisham Tan [1 ]
机构
[1] Univ Kebangsaan Malaysia, Dept Chem & Proc Engn, Fac Engn & Built Environm, Ukm Bangi 43600, Selangor Darul, Malaysia
关键词
Biological aerated filter; Simultaneous NH4+-N and Mn2+ removal; Drinking water treatment; Response surface methodology; MUNICIPAL WASTE-WATER; ELECTROCHEMICAL TREATMENT; NUTRIENT REMOVAL; SIMULTANEOUS NITRIFICATION; MANUFACTURING CONDITIONS; MANGANESE REMOVAL; NITROGEN; CARBON; DENITRIFICATION; STRAIN;
D O I
10.1016/j.desal.2011.02.028
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
This study investigated the effectiveness of a biological aerated filter (BAF) as an additional treatment in drinking water treatment plant systems for simultaneous chemical oxygen demand (COD), ammonium (NH4+-N) and manganese (Mn2+) removal. The experimental design was face centered-central composite design (FC-CCD) with three operational variables: COD load, aeration rate (AR) and hydraulic retention time (HRT). Optimum conditions for maximum COD, NH4+-N and Mn2+ removal were determined through response surface methodology, where COD load was set as the maximum while aeration rate and hydraulic retention time were minimized. The optimum conditions were found to be COD load of 0.90 kg/m(3), AR of 0.30 L/min and HRT of 7.47 h with predicted simultaneous COD, NH4+-N and Mn2+ removal as 95.5%, 93.9% and 94.8%, respectively. These optimum conditions were used to estimate investment and operating cost of BAF system for a treatment capacity of 100,000 m(3)/day. The total capital and operating costs were estimated to be US$ 8,110,600 and US$ 0.022 per m(3), respectively. (C) 2011 Elsevier B.V. All rights reserved.
引用
收藏
页码:50 / 61
页数:12
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