Spatial design strategies and performance of porous pavements for reducing combined sewer overflows
•Porous Pavements (PP) can achieve up to 75% volume reduction in a CSO outfall.•PP performance is highly sensitive to the location of the features within a CSOshed.•Good-performing PP systems were identified using k-means clustering and optimization. The installation of Green Infrastructure (GI) is...
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Published in | Journal of hydrology (Amsterdam) Vol. 607; p. 127465 |
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Main Authors | , , , , |
Format | Journal Article |
Language | English |
Published |
Elsevier B.V
01.04.2022
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Subjects | |
Online Access | Get full text |
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Summary: | •Porous Pavements (PP) can achieve up to 75% volume reduction in a CSO outfall.•PP performance is highly sensitive to the location of the features within a CSOshed.•Good-performing PP systems were identified using k-means clustering and optimization.
The installation of Green Infrastructure (GI) is a popular strategy for reducing stormwater runoff that contributes to Combined Sewer Overflows (CSOs). However, quantifying the impact of proposed GI systems on CSO discharges is a difficult task that requires the simulation of runoff in a complex network of land parcels, drainage controls, and sewer pipes. In this study, the performance of Porous Pavement (PP) was examined, with a focus on how the spatial design of PP features affects predicted CSO volume. Numerical experiments were performed to explore how simulation-based designs can identify specific subcatchments for cost-effective PP implementation subject to budgetary constraints. Among the alternative design strategies considered, simulation–optimization was effective at finding cost-effective solutions. The experiments showed that PP can achieve substantial CSO reductions across a range of rainfalls, budgets, and CSO drainage characteristics, but the performance is sensitive to the spatial configuration of the features. Good-performing systems were also identified by generating multiple realizations via a randomized clustering strategy, with additional improvement provided by the more computationally expensive optimization process. |
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Bibliography: | ObjectType-Article-1 SourceType-Scholarly Journals-1 ObjectType-Feature-2 content type line 23 |
ISSN: | 0022-1694 1879-2707 |
DOI: | 10.1016/j.jhydrol.2022.127465 |