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Connecting blue-green infrastructure elements to reduce combined sewer overflows.
Cavadini, Giovan Battista; Rodriguez, Mayra; Cook, Lauren M.
Afiliação
  • Cavadini GB; Department of Urban Water Management, Swiss Federal Institute for Aquatic Research (Eawag), Überlandstrasse 133, 8600, Dübendorf, Switzerland; Institute of Environmental Engineering, ETH Zürich, John-von-Neumann-Weg 9, 8049, Zürich, Switzerland.
  • Rodriguez M; Department of Urban Water Management, Swiss Federal Institute for Aquatic Research (Eawag), Überlandstrasse 133, 8600, Dübendorf, Switzerland.
  • Cook LM; Department of Urban Water Management, Swiss Federal Institute for Aquatic Research (Eawag), Überlandstrasse 133, 8600, Dübendorf, Switzerland. Electronic address: lauren.cook@eawag.ch.
J Environ Manage ; 365: 121465, 2024 Aug.
Article em En | MEDLINE | ID: mdl-38901320
ABSTRACT
By infiltrating and retaining stormwater, Blue-Green Infrastructure (BGI) can help to reduce Combined Sewer Overflows (CSOs), one of the main causes of urban water pollution. Several studies have evaluated the ability of individual BGI types to reduce CSOs; however, the effect of combining these elements, likely to occur in reality, has not yet been thoroughly evaluated. Moreover, the CSO volume reduction potential of relevant components of the urban drainage system, such as detention ponds, has not been quantified using hydrological models. This study presents a systematic way to assess the potential of BGI combinations to mitigate CSO discharge in a catchment near Zurich (Switzerland). Sixty BGI combinations, including four BGI elements (bioretention cells, permeable pavement, green roofs, and detention ponds) and four different implementation rates (25%, 50%, 75%, and 100% of the available sewer catchment area) are evaluated for four runoff routing schemes. Results reveal that BGI combinations can provide substantial CSO volume reductions; however, combinations including detention ponds can potentially increase CSO frequency, due to runoff prolongation. When runoff from upstream areas is routed to the BGI, the CSO discharge reductions from combinations of BGI elements differ from the cumulative CSO discharge reductions achieved by individual BGI types, indicating that the sum of effects from individual BGI types cannot accurately predict CSO discharge in combined BGI scenarios. Moreover, larger BGI implementation areas are not consistently more cost-effective than small implementation areas, since the additional CSO volume reduction does not outweigh the additional costs. The best-performing BGI combination depends on the desired objective, being CSO volume reduction, CSO frequency reduction or cost-effectiveness. This study emphasizes the importance of BGI combinations and detention ponds in CSO mitigation plans, highlighting their critical factors-BGI types, implementation area, and runoff routing- and offering a novel and systematic approach to develop tailored BGI strategies for urban catchments facing CSO challenges.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Esgotos Idioma: En Ano de publicação: 2024 Tipo de documento: Article

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Esgotos Idioma: En Ano de publicação: 2024 Tipo de documento: Article