Coupled SWMM-MOEA/D for multi-objective optimization of low impact development in urban stormwater systems

被引:0
|
作者
Javan, Kazem [1 ,6 ,7 ]
Banihashemi, Saeed [2 ]
Nazari, Amirhossein [3 ]
Roozbahani, Abbas [4 ]
Darestani, Mariam [1 ,6 ,7 ]
Hossieni, Hanieh [5 ]
机构
[1] Western Sydney Univ, Dept Civil & Environm Engn, Penrith 2750, Australia
[2] Univ Technol Sydney, Sch Built Environm, Sydney 2007, Australia
[3] Univ Tehran, Fac Agr Technol, Tehran, Iran
[4] Norwegian Univ Life Sci NMBU, Fac Sci & Technol, As, Norway
[5] Univ Sistan & Baluchestan, Dept Comp & Elect Engn, Zahedan, Iran
[6] Western Sydney Univ, Adv Engn Mat Ctr Adv Mfg, Sydney, Australia
[7] Western Sydney Univ, Urban Transformat Res Ctr, Sydney, Australia
关键词
MOEA/D; LID Optimization; SWMM; Stormwater Management; CLIMATE-CHANGE; ALGORITHM;
D O I
10.1016/j.jhydrol.2025.133044
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The escalating challenge of unsustainable urban development worldwide has precipitated changes in land usage, contributing to increased impermeability of the urban landscape. This phenomenon exacerbates urban runoff, a critical environmental concern. In response, Low Impact Development (LID) techniques, recognized for their environmental efficacy, have emerged as pivotal in mitigating urban runoff. However, transforming the hydrological dynamics of urban watersheds into a more sustainable state necessitates substantial financial commitments from relevant authorities. Consequently, strategic LID planning becomes essential to maximize effectiveness while minimizing costs. This research introduces a novel, hybrid modeling strategy that integrates the Storm Water Management Model (SWMM) with the Multi-Objective Evolutionary Algorithm by Decomposition (MOEA/D) optimization algorithm. This approach aims to concurrently minimize runoff volume, peak flow rate, and implementation expenses. Focusing on a segment of Tehran Municipality's urban stormwater system in District 11, the study evaluates four distinct LID scenarios. These scenarios encompass various configurations of Rain Barrels (RB), Bioretention Cells (BC), Green Roofs (GR), and Porous Pavements (PP). Utilizing the Technique for Order of Preference by Similarity to Ideal Solution (TOPSIS) method for comparative analysis, the study results identify the most efficacious scenario, S2_1, including RB and BC, which achieves a 19.34% reduction in runoff volume and a 46.53 % decrease in peak flow rate, all at the implementation cost of 123,169 USD. A close second, scenario S3_1 incorporating RB and PP, demonstrates a 17 % and 46.55 % reduction in runoff volume and peak flow at an expenditure of 107,017 USD, respectively. The proposed SWMM-MOEA/D model, in conjunction with TOPSIS, presents a valuable tool for LID planning and optimization, offering decision-makers and relevant entities a pragmatic approach to address the challenges of urban runoff management.
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页数:13
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