Pollutant removal efficiency of bare and planted rain gardens with diverse planting mixtures

• Published in: Water science and technology Vol. 89; no. 12; pp. 3226 - 3236
• Main Authors: Kumar, Sandeep, Singh, Krishna Kumar
• Format: Journal Article
• Language: English
• Published: England IWA Publishing 01.06.2024
• Subjects: Biological Oxygen Demand Analysis; infiltration rate; madagascar periwinkle plant; Nitrogen; Phosphorus; planting mixture; pollutant removal efficiency; Rain; rain garden; Soil - chemistry; wastewater quality index; Water Pollutants, Chemical; infiltration rate; Madagascar Periwinkle plant; pollutant removal efficiency; planting mixture; rain garden; wastewater quality index
• ISSN: 0273-1223; 1996-9732
• DOI: 10.2166/wst.2024.192

This study examines the influence of planting mixture variations on the quality of the percolated water of the rain garden with and without plants. Six planting mixtures in experimental rain gardens have been used. It has been noted that pollutant removal efficiency of RG can exhibit variations based on specific parameters. Notably, RG6, utilizing a planting mix of 75% topsoil and 25% compost, demonstrated the highest performance. These results draw attention to the critical role of the specific planting mixtures in influencing the performance of vital parameters related to pollutant removal. The observation shows that RG5 exhibits exceptional removal efficiency in pH, Total Suspended Solids (TSS), Biological Oxygen Demand (BOD), and Chemical Oxygen Demand (COD), and RG6 performs best in electrical conductivity (EC), Total Dissolved Solids (TDS), Total Nitrogen (TN), and Total Phosphorus (TP) removal. In particular, when analyzing pollutant removal on a surface with Madagascar periwinkle plants, RG6 emerges as the most effective, achieving an impressive efficiency of approximately 49%. For the bare surface, pollutant removal efficiency is 40%. The study outcome will be useful in deciding the composition of the planting mixture, which will keep the rain garden to improve quality and quantitatively hydrological performance, lowering urban flooding magnitude.