Eco-environmental Protection Research Institute, Shanghai Academy of Agricultural Sciences, Shanghai 201403, PR China; Shanghai Engineering Research Centre of Low-carbon Agriculture (SERCLA), Shanghai 201415, PR China.
Eco-environmental Protection Research Institute, Shanghai Academy of Agricultural Sciences, Shanghai 201403, PR China; Shanghai Engineering Research Centre of Low-carbon Agriculture (SERCLA), Shanghai 201415, PR China.
Sci Total Environ. 2020 Sep 1;733:138338. doi: 10.1016/j.scitotenv.2020.138338. Epub 2020 May 6.
A pilot hybrid constructed wetland (CW) planted with reeds (Phragmite australis) and rice (Oryza sativa L.) was designed to treat liquid anaerobic digestate in the Yangtze River Delta, China. The hybrid CW system was composed of four stages: two reed vegetated vertical subsurface flow beds (VSSF: U1 and U2) in sequence, followed by a reed vegetated horizontal subsurface flow bed (HSSF: U3) and a rice vegetated surface flow bed (SF: U4). The average loading rate of digestate was 3.6 m per day during the experimental period. The average concentrations of TN and TP in the influent were 379 ± 58 mg L and 29.6 ± 9.2 mg L, while the average removal efficiencies of TN and TP were 94.6% and 88.4%. Both TN and TP removal efficiencies in the second VSSF containing zeolite gave the highest removal performance, in which the mass removal rates were 21.3 ± 8.0 g-N m d and 0.99 ± 0.69 g-P m d, respectively. Similarly, the highest removal performance for COD was also observed in the second VSSF with a mass removal rate of 79.9 ± 72.4 g-COD m d. On the other hand, the average CH and NO fluxes were highest in the first VSSF, at 31.8 ± 12.9 mg m h and 3.7 ± 2.8 mg m h, respectively. There was a significant linear relationship between CH flux and DOC concentration in the pore water as well as a correlation between NO flux and TN concentration. Total GWP of the hybrid CWs, derived from CH and NO emissions, was 792.4 kg CO-eq, of which CH and NO emissions accounted for 66.0% and 34.0%, respectively. Consequently, the hybrid CWs emitted on average 0.93 kg CO-eq to remove 1 kg COD while the average EF of TN was 0.34%, suggesting that the use of multistage hybrid CWs could be efficiency-wise and environmentally a promising strategy for anaerobic digestate treatment.
为处理中国长江三角洲地区的液体厌氧消化物,设计了一种采用芦苇(Phragmite australis)和水稻(Oryza sativa L.)的混合人工湿地(CW)。该混合 CW 系统由四个阶段组成:两个芦苇垂直潜流床(VSSF:U1 和 U2)依次排列,然后是一个芦苇水平潜流床(HSSF:U3)和一个水稻表面流床(SF:U4)。在实验期间,消化物的平均负荷率为 3.6 m/d。进水的 TN 和 TP 平均浓度分别为 379 ± 58 mg/L 和 29.6 ± 9.2 mg/L,而 TN 和 TP 的平均去除率分别为 94.6%和 88.4%。含有沸石的第二 VSSF 的 TN 和 TP 去除效率最高,其质量去除率分别为 21.3 ± 8.0 g-N/m d 和 0.99 ± 0.69 g-P/m d。同样,在第二 VSSF 中也观察到 COD 的去除性能最高,质量去除率为 79.9 ± 72.4 g-COD/m d。另一方面,CH 和 NO 的平均通量在第一 VSSF 中最高,分别为 31.8 ± 12.9 mg/m h 和 3.7 ± 2.8 mg/m h。CH 通量与孔隙水中 DOC 浓度之间存在显著的线性关系,NO 通量与 TN 浓度之间存在相关性。来自 CH 和 NO 排放的混合 CW 的总 GWP 为 792.4 kg CO-eq,其中 CH 和 NO 排放分别占 66.0%和 34.0%。因此,混合 CW 平均每去除 1kg COD 排放 0.93 kg CO-eq,TN 的平均 EF 为 0.34%,这表明多阶段混合 CW 的使用在效率和环境方面都是处理厌氧消化物的一种有前途的策略。