I. Introduction
Overhead contact lines (OCLs), as electricity bridges for transmitting power from traction power supply systems to electric locomotives [1], [2], [3], are playing an increasingly prominent role in energy conversion and supply. However, due to being completely exposed outdoors without backup, the OCLs are more vulnerable to external weather conditions, including windstorms, lighting strikes, for-haze, cold waves, and heavy rain, as depicted in Fig. 1. They are likely to cause various weather-related failures with spatial and temporal differences, owning to a wide span of OCLs and seasonal variations in severe weather conditions. Meanwhile, the statistical analysis of historic failure records shows that the external weather conditions have become the main causes of OCL failures [4], which may lead to interruption of service, serious economic losses (ELs), unfavorable social influence, and so on [5]. Therefore, to identify the weather-involved risk activities and mitigate the operational risks caused by external weather conditions, it is significantly dispensable to comprehensively evaluate the dynamic weather-driven risks, incorporating spatiotemporal impacts of continuous weather changes and the corresponding risk consequences.
Structure and external failure types of OCLs.