Evaluation of Biological Activated Carbon (BAC) process in wastewater treatment secondary effluent for reclamation purposes

被引:82
作者
Kalkan, Cigdem [1 ]
Yapsakli, Kozet [1 ]
Mertoglu, Bulent [2 ]
Tufan, Deniz [1 ]
Saatci, Ahmet [1 ]
机构
[1] Marmara Univ, Fac Engn, Dept Environm Engn, TR-34722 Istanbul, Turkey
[2] Marmara Univ, Fac Engn, Dept Bioengn, TR-34722 Istanbul, Turkey
关键词
Biological Activated Carbon (BAC); Water reclamation; Biodegradation; Nitrification; Denitrification; ULTRAVIOLET DISINFECTION; PERFORMANCE; FILTERS; NITRIFICATION; FILTRATION; ADSORPTION; REUSE; BIOFILTRATION; OZONATION; REACTORS;
D O I
10.1016/j.desal.2010.07.060
中图分类号
TQ [化学工业];
学科分类号
0817 ;
摘要
The effects of two different granular activated carbon (GAC) types (steam activated, PK1-3 and chemically activated, CAgran) on dissolved organic carbon (DOC) removal. nitrification and denitrification were evaluated in BAC columns for wastewater reclamation/reuse purposes. Continuous-flow laboratory-scale BAC columns were operated for 320 days using the secondary effluent water of Pasakoy Advanced Wastewater Treatment Plant. During the first 83 days of column operation, when adsorption was the dominant mechanism, the average DOC removal efficiency was 81% for PK1-3 and 64.5% for CAgran. Later on, the efficiencies dropped to 45.9% for PK 1-3 and 37.8% for CAgran. which shows the operational time period when breakthrough is reached and DOC removal is dominantly due to biodegradation. BAC columns were also capable of removing total nitrogen; removal efficiencies were observed to be 54.0% for the biofilter packed with PK1-3 and 51.5% for the one packed with CAgran. The results also showed that DOC and ammonia nitrogen concentrations immediately decrease due to dilution and biodegradation at the top of the BAC columns. This study establishes that a carefully operated BAC system, which was used for tertiary treatment of a secondary effluent, can remove organic carbon and total nitrogen to a significant extent. (C) 2010 Elsevier B.V. All rights reserved.
引用
收藏
页码:266 / 273
页数:8
相关论文
共 27 条
[11]  
Karanfil T, 2003, J AM WATER WORKS ASS, V95, P86
[12]  
KRASNER SW, 1993, J AM WATER WORKS ASS, V85, P62
[13]  
LECHEVALLIER MW, 1992, J AM WATER WORKS ASS, V84, P136
[14]   Comparison of O3-BAC, UV/O3-BAC and TiO2/UV/O3-BAC processes for removing organic pollutants in secondary effluents [J].
Li, LS ;
Zhang, PY ;
Zhu, WP ;
Han, WY ;
Zhang, ZL .
JOURNAL OF PHOTOCHEMISTRY AND PHOTOBIOLOGY A-CHEMISTRY, 2005, 171 (02) :145-151
[15]  
LOWRY JD, 1980, J WATER POLLUT CON F, V52, P389
[16]   Biological nitrification in a full-scale and pilot-scale iron removal drinking water treatment plant [J].
Lytle, Darren A. ;
Sorg, Thomas J. ;
Wang, Lili ;
Muhlen, Christy ;
Rahrig, Matthew ;
French, Ken .
JOURNAL OF WATER SUPPLY RESEARCH AND TECHNOLOGY-AQUA, 2007, 56 (02) :125-136
[17]  
Metcalf I.N. C., 2003, WASTEWATER ENG TREAT
[18]  
RICE RG, 1982, BIOL ACTIVATED CARBO, P13
[19]   Water reclamation, recycling and reuse: implementation issues [J].
Salgot, Miquel .
DESALINATION, 2008, 218 (1-3) :190-197
[20]  
Urfer D, 1997, J AM WATER WORKS ASS, V89, P83