Incorporation of Paddy Husk Biochar and the Effectiveness of <scp> <i>Colocasia esculenta</i> </scp> Usage in Vertical Flow Constructed Wetlands for Treatment of Synthetic Wastewater Having “Rhodamine B”

Incorporation of paddy husk biochar (PHBC 350) and Colocasia esculenta (C. esculenta) usage in vertical flow constructed wetlands (VFCWs) for treatment of synthetic wastewater mixed with rhodamine B (RhB) was the focus. To increase the removal efficiency of VFCW, pebbles (0.0125 m<sup>3</sup>), sand (0.005 m<sup>3</sup>), and PHBC 350 (0.0075 m<sup>3</sup>) were used. Setups of VFCWs, S (sand) and SB (sand + biochar [30% v/v]), were established. DO, pH, TS, TDS, TSS, EC, color, turbidity, dye concentration, and RhB removal percentage were evaluated. The measured values of DO, EC, pH, TS, TDS, and TSS in SB were 6.03 mg/L, 1.72 mS/cm, 6.14, 1080 ppm, 860 ppm, and 220 ppm, respectively, in 10 days. Moreover, SB gave a statistical level of RhB removal of 81.5%. All in all, incorporation of biochar into VFCWs created new knowledge to advance the removal performance for wastewater mixed with organic pollutants by understanding its mechanistic dynamics.

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Publication Details

Journal
Water Environment Research
Published
2026-02-01
DOI
https://doi.org/10.1002/wer.70309
Primary Topic
Constructed Wetlands for Wastewater Treatment
Type
article
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article

Incorporation of Paddy Husk Biochar and the Effectiveness of Colocasia esculenta Usage in Vertical Flow Constructed Wetlands for Treatment of Synthetic Wastewater Having “Rhodamine B”

Kannan Nadarajah, R. G. H. L. Sirimanna
Water Environment Research
Constructed Wetlands for Wastewater Treatment
article

Incorporation of Paddy Husk Biochar and the Effectiveness of Colocasia esculenta Usage in Vertical Flow Constructed Wetlands for Treatment of Synthetic Wastewater Having “Rhodamine B”

Kannan Nadarajah, R. G. H. L. Sirimanna
article en

Abstract

Incorporation of paddy husk biochar (PHBC 350) and Colocasia esculenta (C. esculenta) usage in vertical flow constructed wetlands (VFCWs) for treatment of synthetic wastewater mixed with rhodamine B (RhB) was the focus. To increase the removal efficiency of VFCW, pebbles (0.0125 m<sup>3</sup>), sand (0.005 m<sup>3</sup>), and PHBC 350 (0.0075 m<sup>3</sup>) were used. Setups of VFCWs, S (sand) and SB (sand + biochar [30% v/v]), were established. DO, pH, TS, TDS, TSS, EC, color, turbidity, dye concentration, and RhB removal percentage were evaluated. The measured values of DO, EC, pH, TS, TDS, and TSS in SB were 6.03 mg/L, 1.72 mS/cm, 6.14, 1080 ppm, 860 ppm, and 220 ppm, respectively, in 10 days. Moreover, SB gave a statistical level of RhB removal of 81.5%. All in all, incorporation of biochar into VFCWs created new knowledge to advance the removal performance for wastewater mixed with organic pollutants by understanding its mechanistic dynamics.

Water Environment ResearchVol. 98(2)
University of Jaffna (LK)
Clean water and sanitation
Openalex Percentile: Top 48%
Constructed Wetlands for Wastewater Treatment
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