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Conference Paper: Optimal design of green and grey stormwater infrastructure for small urban catchment based on life-cycle cost-effectiveness analysis
Title | Optimal design of green and grey stormwater infrastructure for small urban catchment based on life-cycle cost-effectiveness analysis |
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Authors | |
Issue Date | 2016 |
Publisher | American Geophysical Union (AGU). |
Citation | American Geophysical Union (AGU), Fall General Assembly 2016, San Francisco, CA, 11-15 December 2016, abstract id. H13M-1598 How to Cite? |
Abstract | Green infrastructure (GI) is identified as sustainable and environmentally friendly alternatives to the conventional grey stormwater infrastructure. Commonly used GI (e.g. green roof, bioretention, porous pavement) can provide multifunctional benefits, e.g. mitigation of urban heat island effects, improvements in air quality. Therefore, to optimize the design of GI and grey drainage infrastructure, it is essential to account for their benefits together with the costs. In this study, a comprehensive simulation-optimization modelling framework that considers the economic and hydro-environmental aspects of GI and grey infrastructure for small urban catchment applications is developed. Several modelling tools (i.e., EPA SWMM model, the WERF BMP and LID Whole Life Cycle Cost Modelling Tools) and optimization solvers are coupled together to assess the life-cycle cost-effectiveness of GI and grey infrastructure, and to further develop optimal stormwater drainage solutions. A typical residential lot in New York City is examined as a case study. The life-cycle cost-effectiveness of various GI and grey infrastructure are first examined at different investment levels. The results together with the catchment parameters are then provided to the optimization solvers, to derive the optimal investment and contributing area of each type of the stormwater controls. The relationship between the investment and optimized environmental benefit is found to be nonlinear. The optimized drainage solutions demonstrate that grey infrastructure is preferred at low total investments while more GI should be adopted at high investments. The sensitivity of the optimized solutions to the prices the stormwater controls is evaluated and is found to be highly associated with their utilizations in the base optimization case. The overall simulation-optimization framework can be easily applied to other sites world-wide, and to be further developed into powerful decision support systems. |
Persistent Identifier | http://hdl.handle.net/10722/257530 |
DC Field | Value | Language |
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dc.contributor.author | Yang, Y | - |
dc.contributor.author | Chui, TFM | - |
dc.date.accessioned | 2018-08-07T04:41:39Z | - |
dc.date.available | 2018-08-07T04:41:39Z | - |
dc.date.issued | 2016 | - |
dc.identifier.citation | American Geophysical Union (AGU), Fall General Assembly 2016, San Francisco, CA, 11-15 December 2016, abstract id. H13M-1598 | - |
dc.identifier.uri | http://hdl.handle.net/10722/257530 | - |
dc.description.abstract | Green infrastructure (GI) is identified as sustainable and environmentally friendly alternatives to the conventional grey stormwater infrastructure. Commonly used GI (e.g. green roof, bioretention, porous pavement) can provide multifunctional benefits, e.g. mitigation of urban heat island effects, improvements in air quality. Therefore, to optimize the design of GI and grey drainage infrastructure, it is essential to account for their benefits together with the costs. In this study, a comprehensive simulation-optimization modelling framework that considers the economic and hydro-environmental aspects of GI and grey infrastructure for small urban catchment applications is developed. Several modelling tools (i.e., EPA SWMM model, the WERF BMP and LID Whole Life Cycle Cost Modelling Tools) and optimization solvers are coupled together to assess the life-cycle cost-effectiveness of GI and grey infrastructure, and to further develop optimal stormwater drainage solutions. A typical residential lot in New York City is examined as a case study. The life-cycle cost-effectiveness of various GI and grey infrastructure are first examined at different investment levels. The results together with the catchment parameters are then provided to the optimization solvers, to derive the optimal investment and contributing area of each type of the stormwater controls. The relationship between the investment and optimized environmental benefit is found to be nonlinear. The optimized drainage solutions demonstrate that grey infrastructure is preferred at low total investments while more GI should be adopted at high investments. The sensitivity of the optimized solutions to the prices the stormwater controls is evaluated and is found to be highly associated with their utilizations in the base optimization case. The overall simulation-optimization framework can be easily applied to other sites world-wide, and to be further developed into powerful decision support systems. | - |
dc.language | eng | - |
dc.publisher | American Geophysical Union (AGU). | - |
dc.relation.ispartof | Proceedings of the American Geophysical Union (AGU) Fall General Assembly | - |
dc.title | Optimal design of green and grey stormwater infrastructure for small urban catchment based on life-cycle cost-effectiveness analysis | - |
dc.type | Conference_Paper | - |
dc.identifier.email | Chui, TFM: maychui@hku.hk | - |
dc.identifier.authority | Chui, TFM=rp01696 | - |
dc.identifier.hkuros | 271285 | - |
dc.identifier.spage | abstract id. H13M | - |
dc.identifier.epage | 1598 | - |
dc.publisher.place | San Francisco, CA | - |