A new development on treatment wetland technology for
the purpose
of achieving high rate nitrogen removal from high strength wastewater
has been made in this study. The laboratory scale alum sludge-based
intermittent aeration constructed wetland (AlS-IACW) was integrated
with predenitrification, intermittent aeration, and step-feeding strategies.
Results obtained from 280 days of operation have demonstrated extraordinary
nitrogen removal performance with mean total nitrogen (TN) removal
efficiency of 90% under high N loading rate (NLR) of 46.7 g N m–2 d–1. This performance was a substantial
improvement compared to the reported TN removal performance in literature.
Most significantly, partial nitrification and simultaneous nitrification
denitrification (SND) via nitrite was found to be the main nitrogen
conversion pathways in the AlS-IACW system under high dissolved oxygen
concentrations (3–6 mg L–1) without specific
control. SND under high dissolved oxygen (DO) brings high nitrogen
conversion rates. Partial nitrification and SND via nitrite can significantly
reduce the demand for organic carbon compared with full nitrification
and denitrification via nitrate (up to 40%). Overall, these mechanisms
allow the system to maintaining efficient and high rate TN removal
even under carbon limiting conditions.
shows that there was Al leaching. However, except for the first three weeks of 26 operation, effluents concentrations of both total-and soluble-Al were all below the 27 general regulatory guideline limit of 0.2 mg L -1 . Overall, the study addresses a very vital 28 concern regarding the successful application of Al-WTS in CWs and shows that Al 29 release during such novel reuse is quite low and should not preclude its use. 30 31
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