Efficiently optimized multi-fillers for rain gardens: Long-term pollution control performance

Rain gardens play a pivotal role in the infiltration and purification of runoff, with the filler layer being a critical component. However, the selection and configuration of fillers in existing rain gardens often lack scientific rigor, leading to suboptimal performance. To address this issue, this study employs the Analytic Hierarchy Process (AHP) to systematically evaluate 11 types of fillers, including 5 natural materials, 3 industrial wastes, and 3 artificial materials, aiming to optimize filler configurations and enhance the pollutant removal efficiency of rain gardens. The results demonstrate that steel slag, coconut shell biochar, green zeolite, and fly ash ceramic granules exhibit superior performance in purifying both simulated and actual runoff. The optimal filler combination, comprising 25% green zeolite, 25% steel slag, and 50% coconut shell biochar, achieved removal rates of 50.49%, 76.12%, 44.12%, 89.94%, 58.38%, and 88.19% for COD, NH 4 + -N, TP, Cu(II), Cr(VI), and tetracycline, respectively. Long-term operational evaluation (>110 days) revealed that the optimized filler layer significantly improved the removal rates of COD, TN, and TP to 86.83%, 80.19%, and 88.42%, respectively. By comparing the physicochemical properties of the fillers before and after use, the mechanisms underlying runoff purification were preliminarily elucidated. Different fillers exhibited specific adsorption capabilities for distinct pollutants, and the synergistic effects of multiple fillers significantly enhanced the rain garden's capacity for source pollutant reduction. AHP was used in this study to validate the scientific validity of AHP in the device of rain gardens through filler combination adsorption experiments and long-term monitoring of rain garden installations, while concurrently offering a broader range of green solutions for the enhancement of rain gardens. • Analytic hierarchy process evaluated the optimal configuration of rain garden. • Conventional and emerging contaminants removal performance was tested. • The optimized filler achieved a long period of efficient decontamination. • Steel slag was proven to remove phosphorus from runoff effectively (>91 %). • The synergistic effect improved the decontamination performance of rain garden.

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Publication Details

Journal
Water Cycle
Published
2025-01-01
DOI
https://doi.org/10.1016/j.watcyc.2025.04.003
Citations
3
Primary Topic
Urban Stormwater Management Solutions
Type
article
Field-Weighted Citation Impact
2.40

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article

Efficiently optimized multi-fillers for rain gardens: Long-term pollution control performance

Z.X. Wang, Pei‐Rong Li, Hanhan Liu, Jingjing Yang et al.
3 citations
Water Cycle
Urban Stormwater Management Solutions
2.40
article

Efficiently optimized multi-fillers for rain gardens: Long-term pollution control performance

Z.X. Wang, Pei‐Rong Li, Hanhan Liu, Jingjing Yang, Tianyin Huang, Bingdang Wu, Yiming Nie
article en
3 citations

Abstract

Rain gardens play a pivotal role in the infiltration and purification of runoff, with the filler layer being a critical component. However, the selection and configuration of fillers in existing rain gardens often lack scientific rigor, leading to suboptimal performance. To address this issue, this study employs the Analytic Hierarchy Process (AHP) to systematically evaluate 11 types of fillers, including 5 natural materials, 3 industrial wastes, and 3 artificial materials, aiming to optimize filler configurations and enhance the pollutant removal efficiency of rain gardens. The results demonstrate that steel slag, coconut shell biochar, green zeolite, and fly ash ceramic granules exhibit superior performance in purifying both simulated and actual runoff. The optimal filler combination, comprising 25% green zeolite, 25% steel slag, and 50% coconut shell biochar, achieved removal rates of 50.49%, 76.12%, 44.12%, 89.94%, 58.38%, and 88.19% for COD, NH 4 + -N, TP, Cu(II), Cr(VI), and tetracycline, respectively. Long-term operational evaluation (>110 days) revealed that the optimized filler layer significantly improved the removal rates of COD, TN, and TP to 86.83%, 80.19%, and 88.42%, respectively. By comparing the physicochemical properties of the fillers before and after use, the mechanisms underlying runoff purification were preliminarily elucidated. Different fillers exhibited specific adsorption capabilities for distinct pollutants, and the synergistic effects of multiple fillers significantly enhanced the rain garden's capacity for source pollutant reduction. AHP was used in this study to validate the scientific validity of AHP in the device of rain gardens through filler combination adsorption experiments and long-term monitoring of rain garden installations, while concurrently offering a broader range of green solutions for the enhancement of rain gardens. • Analytic hierarchy process evaluated the optimal configuration of rain garden. • Conventional and emerging contaminants removal performance was tested. • The optimized filler achieved a long period of efficient decontamination. • Steel slag was proven to remove phosphorus from runoff effectively (>91 %). • The synergistic effect improved the decontamination performance of rain garden.

Water CycleVol. 6
Suzhou University of Science and Technology (CN), Suzhou Municipal Hospital (CN)
National Natural Science Foundation of China
Openalex Percentile: Top 13%
Urban Stormwater Management Solutions
2.40
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