School of Geomatics and Urban Spatial Informatics, Beijing University of Civil Engineering and Architecture, Beijing, P.R. China.
School of Humanity and Law, Beijing University of Civil Engineering and Architecture, Beijing, P.R. China.
PLoS One. 2020 Jan 21;15(1):e0227901. doi: 10.1371/journal.pone.0227901. eCollection 2020.
To address the problems of high overflow rate of pipe network inspection well and low drainage efficiency, a rainwater control optimization design approach based on a self-organizing feature map neural network model (SOFM) was proposed in this paper. These problems are caused by low precision parameter design in various rainwater control measures such as the diameter of the rainwater pipe network and the green roof area ratio. This system is to be combined with the newly built rainwater pipe control optimization design project of China International Airport in Daxing District of Beijing, China. Through the optimization adjustment of the pipe network parameters such as the diameter of the rainwater pipe network, the slope of the pipeline, and the green infrastructure (GI) parameters such as the sinking green area and the green roof area, reasonable control of airport rainfall and the construction of sustainable drainage systems can be achieved. This research indicates that compared with the result of the drainage design under the initial value of the parameter, the green roof model and the conceptual model of the mesoscale sustainable drainage system, in the case of a hundred-year torrential rainstorm, the overflow rate of pipe network inspection wells has reduced by 36% to 67.5%, the efficiency of drainage has increased by 26.3% to 61.7%, which achieves the requirements for reasonable control of airport rainwater and building a sponge airport and a sustainable drainage system.
为了解决管网检查井溢流量大、排水效率低的问题,本文提出了一种基于自组织特征映射神经网络模型(SOFM)的雨水控制优化设计方法。这些问题是由于雨水管网直径、绿色屋顶面积比等各种雨水控制措施的参数设计精度低造成的。该系统将结合中国北京大兴区中国国际机场新建雨水管道控制优化设计项目,通过优化调整雨水管网参数(如雨水管网直径、管道坡度)和绿色基础设施(GI)参数(如下沉绿地和绿色屋顶面积),实现对机场降雨的合理控制和可持续排水系统的建设。研究表明,与参数初始值下的排水设计结果相比,在百年一遇暴雨情况下,管网检查井的溢流量减少了 36%至 67.5%,排水效率提高了 26.3%至 61.7%,达到了合理控制机场雨水和建设海绵机场、可持续排水系统的要求。