Kinetics of pollutants removal in vertical and horizontal flow constructed wetlands in temperate climate

被引:45
作者
Gajewska, Magdalena [1 ]
Skrzypiec, Katarzyna [1 ]
Jozwiakowski, Krzysztof [2 ]
Mucha, Zbigniew [3 ]
Wojcik, Wlodzimierz [4 ]
Karczmarczyk, Agnieszka [5 ]
Bugajski, Piotr [6 ]
机构
[1] Gdansk Univ Technol, Fac Civil & Environm Engn, Dept Water & Wastewater Technol, Narutowicza St 11-12, PL-80233 Gdansk, Poland
[2] Univ Life Sci Lublin, Fac Prod Engn, Dept Environm Engn & Geodesy, Akad St 13, PL-20950 Lublin, Poland
[3] Cracow Univ Technol, Fac Environm Engn, Dept Environm Technol, Warszawska St 24, PL-31155 Krakow, Poland
[4] Krosno State Coll, Dept Civil Engn, Rynek St 1, PL-38400 Krosno, Poland
[5] Warsaw Univ Life Sci SGGW, Inst Environm Engn, Dept Environm Dev, Nowoursynowska St 159, PL-02776 Warsaw, Poland
[6] Agr Univ Krakow, Dept Sanit Engn & Water Management, Al Mickiewicza St 24-28, PL-30059 Krakow, Poland
关键词
Pollutants removal processes; Removal kinetics; Subsurface vertical and horizontal flow bed; Constructed wetland; DAIRY FARM WASTEWATERS; SUBSURFACE FLOW; WASTE-WATER; NITROGEN REMOVAL; LOADING RATE; PERFORMANCE; DESIGN; SYSTEMS;
D O I
10.1016/j.scitotenv.2020.137371
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
This paper reports a comparative study on kinetics of organic matter expressed as BODs and nitrogen removal in constructed wetlands operated in Poland. Analyzed data were collected at eight wetland systems, composed of subsurface flow beds: horizontal flow (HF) and vertical flow (VF), in different number and sequences. The analysis involved particularly mass removal rates (MRR) and first-order removal rate coefficients of BODs and total nitrogen (k(A) and k(v) for VF and HF filters, respectively, and k(20) as a parameter averaged for a temperature of 20 degrees C). It was found that the higher the load of pollutants applied to the beds, the higher MRR values were obtained. The average k-rates in analyzed systems were mostly lower than those reported in the literature, espedaily in the case of total nitrogen. Its removal obtained in horizontal flow beds was k(v) = 0.002-0.042 d while in vertical flow systems k(A) varied from 0.007 m d to 0.0037 m d(-1). According to data given by previous studies, first-order reaction rates for nitrogen removal varied in range from k(v) = 0.048 d(-1) to k(v) = 0.19 d(-1) and k(A) from 0.007 to 0.1 m d(-1) in HF and VF beds, respectively. Regarding BOD s shown in literature, removal rate k(v) for HF beds varied from 0.071 to 6.11 d(-1), and k(A) for VF beds varied from 0.019 to 1.0 m d(-1) while in this study lower k-rates were obtained: k(v) = 0.005-0.085 d(-1) and k(A) = 0.015-0.130 m d(-1). Relatively long monitoring period, for some of constructed wetland up to 16 years, resulted in good data set and enables creation of the graphs, which could be helpful in evaluation and designing of constructed wetlands for PE bigger than 50, in moderate climate conditions. (C) 2020 The Author(s). Published by Elsevier B.V.
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页数:8
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