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Robust optimisation of combined rainwater harvesting and flood mitigation systems.
Soh, Qiao Yan; O'Dwyer, Edward; Acha, Salvador; Shah, Nilay.
Afiliação
  • Soh QY; Sargent Centre for Process Systems Engineering, Department of Chemical Engineering, Imperial College London, London, SW72AZ, United Kingdom. Electronic address: qiaoyan.soh13@imperial.ac.uk.
  • O'Dwyer E; Sargent Centre for Process Systems Engineering, Department of Chemical Engineering, Imperial College London, London, SW72AZ, United Kingdom.
  • Acha S; Sargent Centre for Process Systems Engineering, Department of Chemical Engineering, Imperial College London, London, SW72AZ, United Kingdom.
  • Shah N; Sargent Centre for Process Systems Engineering, Department of Chemical Engineering, Imperial College London, London, SW72AZ, United Kingdom.
Water Res ; 245: 120532, 2023 Oct 15.
Article em En | MEDLINE | ID: mdl-37769419
Combined large-scale rainwater harvesting (RWH) and flood mitigation systems are promising as a sustainable water management strategy in urban areas. These are multi-purpose infrastructure that not only provide a secondary, localised water resource, but can also reduce discharge and hence loads on any downstream wastewater networks if these are integrated into the wider water network. However, the performance of these systems is dependent on the specific design used for its local catchment which can vary significantly between different implementations. A multitude of design strategies exist, however there is no universally accepted standard framework. To tackle these issues, this paper presents a two-player optimisation framework which utilises a stochastic design optimisation model and a competing, high-intensity rainfall design model to optimise passively-operated RWH systems. A customisable tool set is provided, under which optimisation models specific to a given catchment can be built quickly. This reduces the barriers to implementing computationally complex sizing strategies and encouraging more resource-efficient systems to be built. The framework was applied to a densely populated high-rise residential estate, eliminating overflow events from historical rainfall. The optimised configuration resulted in a 32% increase in harvested water yield, but its ability to meet irrigation demands was limited by the operational levels of the treatment pump. Hence, with the inclusion of operational levels in the optimisation model, the framework can provide an efficient large-scale RWH system that is capable of simultaneously meeting water demands and reducing stresses within and beyond its local catchment.
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Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Abastecimento de Água / Conservação dos Recursos Naturais Tipo de estudo: Prognostic_studies Idioma: En Revista: Water Res Ano de publicação: 2023 Tipo de documento: Article País de publicação: Reino Unido

Texto completo: 1 Coleções: 01-internacional Base de dados: MEDLINE Assunto principal: Abastecimento de Água / Conservação dos Recursos Naturais Tipo de estudo: Prognostic_studies Idioma: En Revista: Water Res Ano de publicação: 2023 Tipo de documento: Article País de publicação: Reino Unido