Nitrification and total nitrogen removal in a super-oxygenated wetland

被引:20
作者
Austin, David [1 ]
Vazquez-Burney, Rafael [2 ]
Dyke, Gary [3 ]
King, Timothy [4 ]
机构
[1] JACOBS, St Paul, MN USA
[2] JACOBS, Tampa, FL USA
[3] JACOBS, Detroit, MI USA
[4] Dow Chem Co USA, Midland, MI 48674 USA
关键词
Nitrification; Oxygen; Treatment wetland; Speece cone; Denitrification; CONSTRUCTED WETLANDS; WASTE-WATER; FLOW; RESPIRATION; KINETICS;
D O I
10.1016/j.scitotenv.2018.10.110
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A novel surface flow wetland demonstrates high-rate nitrification by recirculating water supersaturated with oxygen. Design of the wetland was based on two hypotheses: (1) Oxygen supersaturation of a recirculating side-stream would support nitrification in a surface flow wetland at rates comparable to aerated subsurface flow wetlands, and; (2) Nitrification would be maintained in cold water conditions (0.5-5.0 degrees C) with minimal bioaugmentation using commercially available liquid suspensions of nitrifying bacteria. The wetland has an area of 23,000 m(2), of which the final 21,000 m(2) is oxygenated. Mean flow was 863 m(3) d(-1). A downflow oxygen contactor (Speece cone) maintains dissolved oxygen at or over saturation in the wetland. Mean inflow NH3-N was 8.0 mg L-1, mean outflow 0.6 mg L-1. In winter, nitrification began to degrade slowly at a water temperature of 0.5 degrees C to about half the summer rate but was restored by bioaugmentation with nitrifying bacteria in one month at water temperatures less than 3.3 degrees C. Determination of nitrification rates by a first-order, tanks-inseries model (P-k-C*) was hindered by the method detection limit (0.2 mg L-1 NH3-N) of analytical methods and the inherent limitations of first order models for complete nitrification. The median monthly nitrification areal rate coefficient from April 2016 through June 2017 was at least 216 m y(-1), which is 15 times greater than median passive wetland literature rates. High nitrification rates allow for at least a 90% reduction of required treatment area for nitrification at approximately one third the capital cost of aerated subsurface flow wetlands. Denitrification rates were well within observed literature values. The peak monthly mean denitrification rate, observed in June 2017, was 76 m y(-1), but winter denitrification rates were close to zero. (C) 2018 Published by Elsevier B.V.
引用
收藏
页码:307 / 313
页数:7
相关论文
共 36 条
[1]   Effects of oxygenation on ammonia oxidation potential and microbial diversity in sediment from surface-flow wetland mesocosms [J].
Allen, Jennifer G. ;
Beutel, Marc W. ;
Call, Douglas R. ;
Fischer, Allison M. .
BIORESOURCE TECHNOLOGY, 2010, 101 (04) :1389-1392
[2]  
[Anonymous], 2003, WASTEWATER ENG TREAT
[3]   Damkohler number design method to avoid clogging of subsurface flow constructed wetlands by heterotrophic biofilms [J].
Austin, D. ;
Maciolek, D. ;
Davis, B. ;
Wallace, S. .
WATER SCIENCE AND TECHNOLOGY, 2007, 56 (03) :7-14
[4]   Influence of cation exchange capacity (CEC) in a tidal flow, flood and drain wastewater treatment wetland [J].
Austin, David .
ECOLOGICAL ENGINEERING, 2006, 28 (01) :35-43
[5]  
Barwise S, 1899, PURIFICATION SEWAGE
[6]  
Behrends L, 2006, 10 INT C WETL SYST W, P1271
[7]   PRIMARY PRODUCTIVITY, DECOMPOSITION AND CONSUMER ACTIVITY IN FRESH-WATER WETLANDS [J].
BRINSON, MM ;
LUGO, AE ;
BROWN, S .
ANNUAL REVIEW OF ECOLOGY AND SYSTEMATICS, 1981, 12 :123-161
[8]   Competition between oxygen and nitrate respirations in continuous culture of Pseudomonas aeruginosa performing aerobic denitrification [J].
Chen, F ;
Xia, Q ;
Ju, LK .
BIOTECHNOLOGY AND BIOENGINEERING, 2006, 93 (06) :1069-1078
[9]   Characterization of a microbial community capable of nitrification at cold temperature [J].
Ducey, Thomas F. ;
Vanotti, Matias B. ;
Shriner, Anthony D. ;
Szogi, Ariel A. ;
Ellison, Aprel Q. .
BIORESOURCE TECHNOLOGY, 2010, 101 (02) :491-500
[10]  
Dunbar W.P., 1908, Principles of Sewage Treatment