
测绘学报 ›› 2025, Vol. 54 ›› Issue (2): 334-344.doi: 10.11947/j.AGCS.2025.20230329
涂伟1,2,3(
), 池向沅1,2,3, 赵天鸿1,4(
), 杨剑5, 朱世平6, 陈德莉6
收稿日期:2023-08-10
出版日期:2025-03-11
发布日期:2025-03-11
通讯作者:
赵天鸿
E-mail:tuwei@szu.edu.cn;zhaotianhong@sztu.edu.cn
作者简介:涂伟(1984—),男,博士,教授,研究方向为城市时空大数据分析方法及应用。 E-mail:tuwei@szu.edu.cn
基金资助:
Wei TU1,2,3(
), Xiangyuan CHI1,2,3, Tianhong ZHAO1,4(
), Jian YANG5, Shiping ZHU6, Deli CHEN6
Received:2023-08-10
Online:2025-03-11
Published:2025-03-11
Contact:
Tianhong ZHAO
E-mail:tuwei@szu.edu.cn;zhaotianhong@sztu.edu.cn
About author:TU Wei (1984—), male, PhD, professor, majors in urban spatio-temporal big data analysis methods and applications. E-mail: tuwei@szu.edu.cn
Supported by:摘要:
城市排水管网的流量是其运行效率和安全的关键指标,准确的流量预测对排水管网运行风险预警、优化其运行效率及规划布局至关重要。水流量不仅受到其自身动力学特性的影响,还与管网的空间结构紧密相关,但传统水流量预测方法较少关注水流在管道之间复杂多维的空间依赖关系。针对这一问题,本文提出了一种基于多视图的时空图网络模型,该模型综合考虑了排水管网的空间邻近性和节点间的属性相似性。分别构建最近邻拓扑视图与流量相似性属性视图,使用时空图卷积网络挖掘流量特征的内在时空依赖,利用注意力机制对多个视图的时空依赖特征进行融合以获得流量预测值。利用某市排水管网历史水流监测数据进行试验,结果表明本文提出的多视图时空图神经网络模型取得了较好的预测性能,多视图对比试验验证了不同视图在模型中起到的贡献。
中图分类号:
涂伟, 池向沅, 赵天鸿, 杨剑, 朱世平, 陈德莉. 城市排水管网流量预测多视图时空图神经网络模型[J]. 测绘学报, 2025, 54(2): 334-344.
Wei TU, Xiangyuan CHI, Tianhong ZHAO, Jian YANG, Shiping ZHU, Deli CHEN. Multi-view spatio-temporal graph convolutional networks model for urban drainage networks flow prediction[J]. Acta Geodaetica et Cartographica Sinica, 2025, 54(2): 334-344.
表2
各模型预测精度结果对比"
| 模型 | MAPE | RMSE/(m3/s) | ||||||
|---|---|---|---|---|---|---|---|---|
| 15 min | 30 min | 45 min | 60 min | 15 min | 30 min | 45 min | 60 min | |
| ARIMA | 0.176 | 0.238 | 0.258 | 0.276 | 0.107 | 0.141 | 0.153 | 0.165 |
| RFR | 0.146 | 0.161 | 0.175 | 0.190 | 0.090 | 0.095 | 0.101 | 0.110 |
| LSTM | 0.155 | 0.152 | 0.155 | 0.149 | 0.106 | 0.108 | 0.109 | 0.112 |
| AutoEncoder | 0.142 | 0.138 | 0.146 | 0.152 | 0.105 | 0.104 | 0.103 | 0.106 |
| GWNet | 0.099 | 0.118 | 0.128 | 0.139 | 0.075 | 0.080 | 0.084 | 0.089 |
| AGCRN | 0.095 | 0.104 | 0.118 | 0.118 | 0.081 | 0.085 | 0.087 | 0.090 |
| MVSTGCN | 0.097 | 0.102 | 0.106 | 0.111 | 0.075 | 0.078 | 0.080 | 0.083 |
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