Published March 2021 | Version v1
Journal article

Influence of the flooded time on the performance of a tidal flow constructed wetland treating urban stream water

  • 1. The Federal University of Technology – Paraná (UTFPR), Environmental Sciences and Technology Graduate Program, Deputado Heitor de Alencar Furtado St., 5000, Ecoville, 81280-340, Curitiba, Paraná (Brazil)
  • 2. The Federal University of Technology – Paraná (UTFPR), Chemistry and Biology Academic Department, Deputado Heitor de Alencar Furtado St., 5000, Ecoville, 81280-340 Curitiba, Paraná (Brazil)
  • 3. Federal University of Santa Catarina (UFSC), Department of Sanitary and Environmental Engineering, Eng. Agronômico Andrei Cristian Ferreira St., Trindade, 88040-900 Florianópolis, Santa Catarina (Brazil)
  • 4. The Federal University of Technology – Paraná (UTFPR), Civil Construction Academic Department, Deputado Heitor de Alencar Furtado St., 5000, Ecoville, 81280-340 Curitiba, Paraná (Brazil)

Description

Highlights: • Clay bricks as an alternative substrate. • Quantification of the phytoextracting capacity of nutrients by A. philoxeroides used as vegetation cover. • Dynamics of bacterial community structure under flooded time variation. • TP adsorption onto clay bricks was relevant under prolonged flooded time. A vertical subsuperficial tidal flow constructed wetland (TFCW) operated under flooded time (FT) variation, was evaluated in the removal of carbonaceous, nitrogenous, and phosphorous matter from urban stream water. The TFCW downflow (117 L) was filled with bricks (44% porosity) and vegetated with Althernanthera philoxeroides (32 plants m−2). The TFCW was operated under different flooded times – Stage A (48 h), B (36 h), C (24 h), and D (12 h), organic loading rates of 19.58–43.83 gCOD m−2 d−1, 3.68–6.94 gTN m−2 d−1 and 0.93–2.00 gTP m−2 d−1 and volumetric load rates of 46.8, 58.5, 78.0 and 11.7 L d−1. No significant differences were observed in the removal efficiencies to Chemical Oxygen Demand (COD 66 to 94%), Total Ammonia Nitrogen (TAN 58 to 87%), and Total Nitrogen (TN 53 to 78%) among the stages, and nitrate concentrations lower than 6 mg L−1 in the effluent. High Total Phosphorus removal was obtained in FT of 48 h (TP 79%). Total phosphorus loading rate was a limiting factor in TP removal, which reduced along with the reduction of FT. The nitrifying community was present over time since ammonia-oxidizing bacteria (Nitrosospira) and nitrite-oxidizing bacteria (Nitrobacter and Nitrospira) were identified in operational stages with variation in relative abundance, but TAN removal efficiency did not show significant differences. There was no change in the denitrifying community structure, indicating that FT did not influence the TN removal. A. philoxeroides was responsible for phytoextraction of 2.1% of TN and 2.7% of TP from the total removed by TFCW. TN removal (65%) was attributed to adsorption in the filtering material and microbial metabolism during the rest time. The findings of this study suggest FT of 12 h to remove COD and TN, and equal to or higher than 48 h to remove TP.

Availability note (English)

Available from http://dx.doi.org/10.1016/j.scitotenv.2020.143652

Additional details

Identifiers

DOI
10.1016/j.scitotenv.2020.143652;
PII
S0048969720371837;

Publishing Information

Journal Title
Science of the Total Environment
Journal Volume
758
Journal Page Range
vp.
ISSN
0048-9697
CODEN
STENDL

Optional Information

Copyright
Copyright (c) 2020 Elsevier B.V. All rights reserved.