An optimal design method for low-impact development (LID) facilities based on the hydrodynamic model and genetic algorithm-assisted decision-making

被引:2
|
作者
Zhang, Wenqing [1 ,2 ]
Hou, Jingming [1 ]
Shen, Tengfei [1 ]
Zhang, Ye [1 ]
Li, Donglai [1 ]
Wang, Jian [3 ]
Zhang, Jianqi [3 ]
机构
[1] Xian Univ Technol, State Key Lab Ecohydraul Northwest Arid Reg China, Xian 710048, Shaanxi, Peoples R China
[2] Pearl River Hydraul Res Inst, Guangzhou 510611, Guangdong, Peoples R China
[3] Aerosp Star Technol Co Ltd, Xian 710065, Shaanxi, Peoples R China
基金
中国国家自然科学基金;
关键词
Assisted decision-making; Genetic algorithm; Hydrodynamic model; Low-impact development (LID) facilities; Optimal design; WATER SECURITY;
D O I
10.2166/wp.2023.158
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
The construction of low-impact development (LID) facilities has become an effective means to control urban waterlogging, but there is still a lack of scientific methods to achieve its accurate and reasonable planning and design. In this work, a high -precision hydrodynamic model was used to evaluate the construction effect of each LID facility scheme. And the fitted functional relationship was used to describe the law between the LID facility construction area and the construction effect. Finally, a genetic algorithm was used to automatically optimize the best LID facility construction scheme. Applying this method to the actual urban LID facility planning and construction, the optimal solution law is that the construction effect of single and combined LID facilities increases with the increase of construction cost. In the same low-cost construction scheme, the construction effect of combined LID facilities will be lower than that of single LID facilities, but with the continuous increase of construction cost, the construction effect of combined LID facilities will eventually be better than that of single LID facilities. According to this method, the decision-maker can get the optimal LID facility construction scheme to meet the actual engineering needs
引用
收藏
页码:313 / 337
页数:25
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