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Table 7

Operation of modified zeolite constructed wetland

TypeModified methodOperating timeHydraulic load L·(m2·d)−1Influent (mg/L)Mean removal rateReference
Vertical flow ZnFe-LDHs August–December 250 TP: 1.6-3.0 90.0% Zhang et al. (2014a)  
Subsurface flow NaCl – 93 NH3-N: 24.5-32.7
TN: 37.7-45.1
TP: 4.5-5.0 		86.7%
91.4%
86.9% 		Wang (2013)  
Baffled flow NaOH + AlCl3 Summer
Autumn
Winter 		152 TP: 4.3
TP: 7.7
TP: 8.6 		92.0%
93.2%
92.0% 		Wu et al. (2017)  
TypeModified methodOperating timeHydraulic load L·(m2·d)−1Influent (mg/L)Mean removal rateReference
Vertical flow ZnFe-LDHs August–December 250 TP: 1.6-3.0 90.0% Zhang et al. (2014a)  
Subsurface flow NaCl – 93 NH3-N: 24.5-32.7
TN: 37.7-45.1
TP: 4.5-5.0 		86.7%
91.4%
86.9% 		Wang (2013)  
Baffled flow NaOH + AlCl3 Summer
Autumn
Winter 		152 TP: 4.3
TP: 7.7
TP: 8.6 		92.0%
93.2%
92.0% 		Wu et al. (2017)  
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