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    北京首都国际机场防汛保障能力评估与优化建议

    Evaluation and optimization suggestions for flood control support capability of Beijing Capital International Airport

    • 摘要: 针对大型机场排水系统建设标准不一,导致机场内涝风险预测困难,以北京首都国际机场为研究对象,进行全面的防汛保障能力评估。采用SWMM模型,模拟了机场在不同重现期设计暴雨下的排水过程,识别了关键风险点。结果表明,机场排水系统在重现期5 a暴雨下能够基本保障机场正常运行;在重现期10 a和20 a暴雨下,排水受限管段和满溢节点显著增多,部分停机坪和滑行道受到影响;在重现期50 a暴雨下,排水受限进一步加剧,多条管段排水能力达到极限。此外,模型还揭示了互通管段之间的连锁反应对排水能力有显著影响。基于模拟结果,提出了不同重现期强降雨情形下防汛保障能力的优化策略,包括对重点设施设置挡水构件,对积水路段实施导改程序等。

       

      Abstract: In response to the varying standards for the construction of drainage systems in large airports, which makes it difficult to predict the risk of airport flooding, a comprehensive assessment of flood prevention and control capabilities was conducted using Beijing Capital International Airport as the research object. SWMM model was used to simulate the drainage process of the airport under different return periods of design rainstorm, and the key risk points were identified. The results show that the airport drainage system can basically ensure the normal operation of the airport under the return period of 5 years of rainstorm; Under the rainstorm with return period of 10 years and 20 years, the number of drainage restricted pipe sections and overflow nodes increased significantly, and some aprons and taxiways were affected; Under the rainstorm with a return period of 50 years, the drainage restriction was further aggravated, and the drainage capacity of several pipe sections reached the limit. In addition, the model also revealed that the chain reaction between interconnected pipe sections has a significant impact on drainage capacity. Based on simulation results, optimization strategies for flood control and protection capabilities under different recurrence periods of heavy rainfall were proposed, including the installation of water blocking components for key facilities and the implementation of diversion and improvement procedures for flooded road sections.

       

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