Analysis of Preferential Flow in Artificial Substrates with ISedum/I Roots for Green Roofs: Experiments and Modeling
The occurrence of preferential flow in vegetated artificial substrates can weaken the stormwater management performance of green roofs. To explore preferential flow, various plant-substrate combinations that involved two Sedum species (Sedum sarmentosum and Sedum lineare) and two artificial substrat...
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Published in | Water (Basel) Vol. 15; no. 5 |
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Main Authors | , , , |
Format | Journal Article |
Language | English |
Published |
MDPI AG
01.02.2023
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Subjects | |
Online Access | Get full text |
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Summary: | The occurrence of preferential flow in vegetated artificial substrates can weaken the stormwater management performance of green roofs. To explore preferential flow, various plant-substrate combinations that involved two Sedum species (Sedum sarmentosum and Sedum lineare) and two artificial substrates for three depths of 6, 10, and 14 cm were established. Artificial substrates without plants were either perlite-based (namely, PAS) or vermiculite-based (namely, VAS), and they were also set as controls. Thereafter, solute breakthrough experiments were conducted, followed by inverse and forward modeling in Hydrus-1D. Skewness coefficients of all solute breakthrough curves were non-zero, suggesting a prevalence of preferential flow. The Nash-Sutcliffe efficiency coefficients during calibration and validation were greater than 0.7. The obtained hydraulic parameters were different among various vegetated PAS and pure PAS without plants, but appeared the same for the VAS case. Rainfall intensity, plant species, and substrate depth, and the interaction of plant species and substrate depth all had significant effects on PAS preferential flow outflow and index (PFI). Substrate depth had a significant effect on VAS preferential flow and PFI. Since a 10 cm-PAS with S. lineare had the smallest PFI of 43.16% in simulation scenarios, its use may better control preferential flow in green roofs. |
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ISSN: | 2073-4441 2073-4441 |
DOI: | 10.3390/w15050914 |